2009 ANNUAL INDEX Civil Engineering Database Subject Heading Index The Civil Engineering Database (CEDB) is Bonding Erection — Q. Zhao, B. Yu, E. G. Burdette, and designed to provide free, easy bibliographic Characterization ot Emulsion Wax Curing Agent as J. S. Hastings; 23 (6), 391-8 (2009). access to all ASCE publications. The database Bond-Breaker Medium in Jointed Concrete Bridges, highway covers ASCE documents published since 1970. It Pavement — Jialiang Yao, Jianbo Yuan, Qisen Noise Evaluation for Pavement Maintenance in provides access to all the journals, conference Zhang, and Xian Wu; 23 (6), 447-55 (2009). Metropolitan Highway Bridges — Yong-Seon proceedings, — books, standards, manuals, Brick masonry Lee, Won-Suk Jang, and Miroslaw J. magazines, and newspapers. The index terms Environmental Conditions in the Deterioration of Skibniewski; 23 (3), 181-9 (2009). below were assigned to papers published in this Brick Fagades — Angeles Mas Tomas, Vicente Inspecting the Lightweight Precast Concrete Panels journal during 2009 from a CEDB subject Galvan Llopis, and Enrique Gil Benso; 23 (3), in the Woodrow Wilson Bridge Deck of 1982 — heading list. The CEDB and subject heading list 144-50 (2009). Benjamin Z. Dymond, Susan E. Bowers, Carin can be accessed on the Web at Bridge decks L. Roberts-Wollmann, Thomas E. Cousins, and http://cedb.asce.org/. Inspecting the Lightweight Precast Concrete Panels Andrea J. Schokker; 23 (6), 382-90 (2009). in the Woodrow Wilson Bridge Deck of 1982 — Bridges, pedestrian Aggregates Benjamin Z. Dymond, Susan E. Bowers, Carin Modal Testing, Finite-Element Model Updating. Performance Monitoring of a Rammed Aggregate L. Roberts-Wollmann, Thomas E. Cousins, and and Dynamic Analysis of an Arch Type Steel Pier Foundation Supporting a Mechanically Sta- Andrea J. Schokker; 23 (6), 382-90 (2009). Footbridge — Alemdar Bayraktar, Ahmet Can bilized Earth Wall — Mark J. Thompson, Kord Bridge maintenance Altunisik, Baris Sevim, and Temel Tiirker; 23 J. Wissmann, and Ha T. V. Pham; 23 (4), 244-50 Recent Advances in Performance Evaluation and (2), 81-9 (2009). (2009). Flexural Response of Existing Bridges — Yail J. Bridges, railroad Investigation of a Pavement Premature Failure on Kim, Rusmir Tanovic, and R. Gordon Wight; 23 Performance of a Tied-Arch Reinforced Concrete a Weak and Moisture Susceptible Base — Dar- (3), 190-200 (2009). Railway Bridge: Rating, Safety Assessment, and Hao Chen; 23 (5), 309-13 (2009). Maintenance Strategy for Bridge Components on Bond Length Evaluation — Erdogan Uzgider, Anchors the Basis of Performance — H. Ping Tserng, Metin Aydogan, Ozden Caglayan, Kadir Oza- Effects of Long-Term Dynamic Loading and Fluc- Samuel Yen-Liang Yin, and Chin-Lung Chung: kgul, and Ovune Tezer; 23 (5), 366-71 (2009). tuating Water Table on Helical Anchor Perfor- 23 (4), 234-43 (2009). Bridges, steel mance for Small Wind Tower Foundations — Bridges Modal Testing, Finite-Element Model Updating, Amy B. Cerato and Rory Victor; 23 (4), 251-61 Vibration Characteristics of Kémiirhan Highway and Dynamic Analysis of an Arch Type Steel (2009). Bridge Constructed with Balanced Cantilever Footbridge — Alemdar Bayraktar, Ahmet Can Asphalts Method — Alemdar Bayraktar, Ahmet Can Altu- Altunisik, Baris Sevim, and Temel Tiirker; 23 Performance of Polymer Modified Asphalt Bridge nisik, Baris Sevim, Temel Tiirker, Arman (2), 81-9 (2009). Expansion Joints in Low-Temperature Regions Domanig, and Yavuzhan Tas; 23 (2), 90-9 Monitoring Steel Girder Stability for Safer Bridge — Tianlai Yu, Chengyu Li, and Sigang Wu; 23 (2009). Erection — Q. Zhao, B. Yu, E. G. Burdette, and (4), 227-33 (2009). Recent Advances in Performance Evaluation and J. S. Hastings; 23 (6), 391-8 (2009). Flexural Response of Existing Bridges — Yail J. Buckling Assessments Kim, Rusmir Tanovic, and R. Gordon Wight; 23 Monitoring Steel Girder Stability for Safer Bridge Seismic Safety Assessment of Gated Spillways — (3), 190-200 (2009). Erection — Q. Zhao, B. Yu, E. G. Burdette, and Annie Limoges and Pierre Léger; 23 (4), 209-18 Retrofitting Precast Bridge Beams with Carbon J. S. Hastings; 23 (6), 391-8 (2009). (2009). Fiber-Reinforced Polymer Strips for Shear Buildings Condition Assessment of Water Treatment Plant Capacity — Stephan A. Durham, Ernest Heyms- Divergence or Congruence? A Path Model of Re- Components — Sarker Rahman and Tarek field, and Jessie X. Jones; 23 (4), 219-26 (2009). work for Building and Civil Engineering Zayed; 23 (4), 276-87 (2009). Performance of Polymer Modified Asphalt Bridge Projects — Peter E. D. Love, David J. Edwards, Base course Expansion Joints in Low-Temperature Regions Jim Smith, and Derek H. T. Walker; 23 (6), 480-8 Investigation of a Pavement Premature Failure on — Tianlai Yu, Chengyu Li, and Sigang Wu; 23 (2009). a Weak and Moisture Susceptible Base — Dar- (4), 227-33 (2009). Buildings, low-rise Hao Chen; 23 (5), 309-13 (2009). Bridges, arch Investigation of Effects of Nonlinear Static Analy- Beams Performance of a Tied-Arch Reinforced Concrete sis Procedures to Performance Evaluation on Seasonal Thermal Displacements of Gravity Dams Railway Bridge: Rating, Safety Assessment, and Low-Rise RC Buildings — Erdal Irtem and Located in Northern Regions — Pierre Léger Bond Length Evaluation — Erdogan Uzgider, Umut Hasgul; 23 (6), 456-66 (2009). and Sangaré Seydou; 23 (3), 166-74 (2009). Metin Aydogan, Ozden Cuglayan, Kadir Oza- Buildings, residential Retrofitting Precast Bridge Beams with Carbon kgul, and Ovunc Tezer; 23 (5), 366-71 (2009). Behavior of aO ne-Sixth Scale Wood-Framed Resi- Fiber-Reinforced Polymer Strips for Shear Bridges, concrete dential Structure under Wave Loading — Jebe- Capacity — Stephan A. Durham, Ernest Heyms- Performance of a Tied-Arch Reinforced Concrete diah S. Wilson, Rakesh Gupta, John W. van de field, and Jessie X. Jones; 23 (4), 219-26 (2009). Railway Bridge: Rating, Safety Assessment, and Lindt, Milo Clauson, and Rachel Garcia; 23 (5), Blast loads Bond Length Evaluation — Erdogan Uzgider, 336-45 (2009). Vulnerability Screening and Capacity Assessment Metin Aydogan, Ozden Caglayan, Kadir Oza- Buried pipes of Reinforced Concrete Columns Subjected to kgul, and Ovunc Tezer; 23 (5), 366-71 (2009). Study of the Suitability of Existing Deterioration Blast — W. W. El-Dakhakhni, W. F. Mekky, and Bridges, girder Models for Water Mains — Yong Wang, Osama S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). Monitoring Steel Girder Stability for Safer Bridge Moselhi, and Tarek Zayed; 23 (1), 40-6 (2009). JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009 / 491 Prediction Models for Annual Break Rates of Water Wook Bae and Abdeldjelil Belarbi; 23 (1), 20-31 Creep Mains — Yong Wang, Tarek Zayed, and Osama (2009). Effects of Long-Term Dynamic Loading and Fluc- Moselhi; 23 (1), 47-54 (2009). Vulnerability Screening and Capacity Assessment tuating Water Table on Helical Anchor Perfor- Pennsylvania Thermoplastic Pipe Deep Burial of Reinforced Concrete Columns Subjected to mance for Small Wind Tower Foundations — Project: 20th Year Investigations — Shad M. Blast — W. W. El-Dakhakhni, W. F. Mekky, and Amy B. Cerato and Rory Victor; 23 (4), 251-61 Sargand, Teruhisa Masada, and David Keatley: S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). (2009). 23 (4), 262-8 (2009) Concrete pavements Culverts Buried structures Lessons Learned from Field and Laboratory Test- Load Performance of In Situ Corrugated Steel Load Performance of In Situ Corrugated Steel ing of a DBR Project — Dar Hao Chen, Chul Highway Culverts Kyong Y. Yeau, Halil Highway Culverts Kyong Y. Yeau, Halil Suh, and Moon Won: 23 (3), 175-80 (2009). Sezen, and Patrick J. Fox; 23 (1), 32-9 (2009). Sezen, and Patrick J. Fox: 23 (1), 32-9 (2009). Investigation of Settlement of a Jointed Concrete Cylindrical tanks Nondestructive Electrical Resistivity Method to Pavement — Dar-Hao Chen, Moon Won, and Cause of Damage and Failures in Silo Structures — Map the Drainage System of Football Feng Hong; 23 (6), 440-6 (2009). Adem Dogangun, Zeki Karaca, Ahmet Durmus, Playgrounds Nart Coskun: 23 (5), 303-8 Characterization of Emulsion Wax Curing Agent as and Halil Sezen; 23 (2), 65-71 (2009). (2009). Bond-Breaker Medium in Jointed Concrete Dam safety Canada Pavement — Jialiang Yao, Jianbo Yuan, Qisen Seasonal Thermal Displacements of Gravity Dams Condition Assessment of Water Treatment Plant Zhang, and Xian Wu; 23 (6), 447-55 (2009). Located in Northern Regions — Pierre Léger Components — Sarker Rahman and Tarek Concrete structures and Sangaré Seydou; 23 (3), 166-74 (2009). Zayed; 23 (4), 276-87 (2009). Investigation of Effects of Nonlinear Static Analy- Evaluation Study on the Instrumentation System of Cast iron sis Procedures to Performance Evaluation on Cindere Dam — A. Melih Yanmaz and O. Ilke Forecasting the Remaining Useful Life of Cast Iron Low-Rise RC Buildings — Erdal Irtem and Sezgin:; 23 (6), 415-22 (2009). Water Mains — Mohamed Fahmy and Osama Umut Hasgul; 23 (6), 456-66 (2009). Moselhi; 23 (4), 269-75 (2009) Cone penetration Damage Performance of Template School Buildings during Cavitation Investigation of Settlement of a Jointed Concrete Earthquakes in Turkey and Peru — Ayhan Case Study of Subsidence in Interstratified Sedi- Pavement — Dar-Hao Chen, Moon Won, and Irfanoglu; 23 (1), 5-14 (2009). mentary Bedrock: Parking Garage Distress In- Feng Hong: 23 (6), 440-6 (2009). vestigation and Remediation — Hangseok Choi, Construction Pertormance-Based Design of Residential Wood- Chulho Lee, and Lynton L. Price; 23 (3), 160-5 Safety Assessment in Tunnel Grouting Using Fuzzy Frame Buildings for Flood Based on Manage- (2009). Rotational and Angular Models — Khalid R. Al- able Loss — Mason Taggart and John W. van de Lindt; 23 (2), 56-64 (2009). China Labadi, H. M. Al-Humaidi, and F. Hadipriono Monitoring and Analysis of Shanghai Pudong Sea- Tan; 23 (6), 423-31 (2009). Cause of Damage and Failures in Silo Structures — Adem Dogangun, Zeki Karaca, Ahmet Durmus, wall Performance — Ming Huang and Jun Liu; Construction costs and Halil Sezen; 23 (2), 65-71 (2009). 23 (6), 399-405 (2009). Divergence or Congruence? A Path Model of Re- Seismic Safety Assessment of Gated Spillways — Cold regions work for Building and Civil Engineering Annie Limoges and Pierre Léger; 23 (4), 209-18 Seasonal Thermal Displacements of Gravity Dams Projects — Peter E. D. Love, David J. Edwards, (2009). Located in Northern Regions — Pierre Léger Jim Smith, and Derek H. T. Walker; 23 (6), 480-8 and Sangaré Seydou; 23 (3), 166-74 (2009). (2009). Formulation of Seismic Fragilities for a Wood- Frame Building Based on Visually Determined Performance of Polymer Modified Asphalt Bridge Construction management Damage Indexes — Sangki Park and John W. Expansion Joints in Low-Temperature Regions Divergence or Congruence? A Path Model of Re- van de Lindt; 23 (5), 346-52 (2009). — Tianlai Yu, Chengyu Li, and Sigang Wu: 23 work for Building and Civil Engineering (4), 227-33 (2009). Projects — Peter E. D. Love, David J. Edwards, Vulnerability Screening and Capacity Assessment Collapse Jim Smith, and Derek H. T. Walker; 23 (6), 480-8 of Reinforced Concrete Columns Subjected to Cases of Collapse of Demountable Grandstands — (2009). Blast — W. W. El-Dakhakhni, W. F. Mekky, and S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). Valkisfran Lira de Brito and Roberto Leal Corrosion Pimentel; 23 (3), 151-9 (2009). Effects of Corrosion of Steel Reinforcement on RC Nondestructive Analysis of a Concrete Tunnel Model Using a Newly Proposed Combined Compaction grouting Columns Wrapped with FRP Sheets —- Sang- Stress Wave Propagation Method — S. D. Case Study of Subsidence in Interstratified Sedi- Wook Bae and Abdeldjelil Belarbi; 23 (1), 20-31 Boone, P. J. Barr, and J. A. Bay; 23 (6), 432-9 mentary Bedrock: Parking Garage Distress In- (2009). (2009). vestigation and Remediation — Hangseok Choi, Costs Chulho Lee, and Lynton L. Price; 23 (3), 160-5 Comparative Analysis of Life-Cycle Costing for Dams (2009). Rehabilitating Infrastructure Systems — Mazen Evaluation Study on the Instrumentation System of Concrete Farran and Tarek Zayed; 23 (5), 320-6 (2009). Cindere Dam — A. Melih Yanmaz and O. Ilke Sezgin; 23 (6), 415-22 (2009). Response of Bonded Membrane Retrofit Concrete Cracking Masonry Walls to Dynamic Pressure — Lee G. Roadway Heaving Caused by High Organic Matter Dams, embankment Moradi, James S. Davidson, and Robert J. — Dar-Hao Chen, Zhiming Si, and Mustafa Evaluation of Seepage from an Embankment Dam Dinan; 23 (2), 72-80 (2009). Saribudak; 23 (2), 100-8 (2009). Retaining Fly Ash — Pedro J. Amaya, John T. Nondestructive Analysis of a Concrete Tunnel Environmental Conditions in the Deterioration of Massey-Norton, and Timothy D. Stark; 23 (6), Model Using a Newly Proposed Combined Brick Fagades — Angeles Mas Tomas, Vicente 406-14 (2009). Stress Wave Propagation Method — S. D. Galvaf Llopis, and Enrique Gil Benso; 23 (3), Dams, gravity Boone, P. J. Barr, and J. A. Bay; 23 (6), 432-9 144-50 (2009). Seasonal Thermal Displacements of Gravity Dams (2009). Performance of Polymer Modified Asphalt Bridge Located in Northern Regions — Pierre Léger Concrete columns Expansion Joints in Low-Temperature Regions and Sangaré Seydou; 23 (3), 166-74 (2009). Performance of Template School Buildings during — Tianlai Yu, Chengyu Li, and Sigang Wu; 23 Decision making Earthquakes in Turkey and Peru — Ayhan (4), 227-33 (2009). Performance-Based Design of Residential Wood- Irfanoglu; 23 (1), 5-14 (2009). Investigation of a Pavement Premature Failure on Frame Buildings for Flood Based on Manage- Effects of Corrosion of Steel Reinforcement on RC a Weak and Moisture Susceptible Base — Dar- able Loss — Mason Taggart and John W. van de Columns Wrapped with FRP Sheets — Sang- Hao Chen; 23 (5), 309-13 (2009). Lindt; 23 (2), 56-64 (2009). 492 / JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009 Decomposition Dynamic properties Failure modes Output-Only Dynamic Testing of Rameses II Co- Nondestructive Analysis of a Concrete Tunnel Seismic Safety Assessment of Gated Spillways — lossus by Singular Value Decomposition — M. Model Using a Newly Proposed Combined Annie Limoges and Pierre Léger; 23 (4), 209-18 A. Zaki; 23 (2), 115-27 (2009). Stress Wave Propagation Method — S. D. (2009). Boone, P. J. Barr, and J. A. Bay; 23 (6), 432-9 Deflection Failures (2009). Pennsylvania Thermoplastic Pipe Deep Burial Cause of Damage and Failures in Silo Structures — Project: 20th Year Investigations — Shad M. Dynamic response Adem Dogangun, Zeki Karaca, Ahmet Durmus, Sargand, Teruhisa Masada, and David Keatley; Vulnerability Screening and Capacity Assessment and Halil Sezen; 23 (2), 65-71 (2009). of Reinforced Concrete Columns Subjected to 23 (4), 262-8 (2009). Roadway Heaving Caused by High Organic Matter Blast — W. W. El-Dakhakhni, W. F. Mekky, and Investigation of the Dayton, Ohio, IR 75 Sign Truss S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). — Dar-Hao Chen, Zhiming Si, and Mustafa Failure of September 11, 2006 — Arthur A. Saribudak; 23 (2), 100-8 (2009). Dynamic tests Huckelbridge Jr., and Andrew T. Metzger; 23 Forecasting the Remaining Useful Life of Cast Iron Dynamic Characterization Test of the New Law (5), 372-8 (2009). Water Mains — Mohamed Fahmy and Osama Court in Naples — N. Augenti and P. Clemente: Moselhi; 23 (4), 269-75 (2009). Deterioration 23 (1), 15-9 (2009). Study of the Suitability of Existing Deterioration Load Performance of In Situ Corrugated Steel Investigation of a Pavement Premature Failure on Models for Water Mains — Yong Wang, Osama Highway Culverts — Kyong Y. Yeau, Halil a Weak and Moisture Susceptible Base — Dar- Moselhi, and Tarek Zayed; 23 (1), 40-6 (2009). Sezen, and Patrick J. Fox; 23 (1), 32-9 (2009). Hao Chen; 23 (5), 309-13 (2009). Prediction Models for Annual Break Rates of Water Output-Only Dynamic Testing of Rameses II Co- Fatigue Mains — Yong Wang, Tarek Zayed, and Osama lossus by Singular Value Decomposition — M. Investigation of the Dayton, Ohio, IR 75 Sign Truss Moselhi; 23 (1), 47-54 (2009). A. Zaki; 23 (2), 115-27 (2009). Failure of September 11, 2006 — Arthur A. Environmental Conditions in the Deterioration of Earthquake Huckelbridge Jr., and Andrew T. Metzger; 23 Brick Fagades — Angeles Mas Tomas, Vicente Analyzing the Reinforcement Loads _ of (5), 372-8 (2009). Galvani Llopis, and Enrique Gil Benso; 23 (3), Geosynthetic-Reinforced Soil Walls Subject to Fiber reinforced polymers 144-50 (2009). Seismic Loading during the Service Life — Effects of Corrosion of Steel Reinforcement on RC Maintenance Strategy for Bridge Components on Huabei Liu; 23 (5), 292-302 (2009). Columns Wrapped with FRP Sheets — Sang- the Basis of Performance — H. Ping Tserng, Earthquake engineering Wook Bae and Abdeldjelil Belarbi; 23 (1), 20-31 Samuel Yen-Liang Yin, and Chin-Lung Chung: Investigation of Effects of Nonlinear Static Analy- (2009). 23 (4), 234-43 (2009). sis Procedures to Performance Evaluation on Retrofitting Precast Bridge Beams with Carbon Condition Assessment of Water Treatment Plant Low-Rise RC Buildings — Erdal Irtem and Fiber-Reinforced Polymer Strips for Shear Components — Sarker Rahman and Tarek Umut Hasgul; 23 (6), 456-66 (2009). Capacity — Stephan A. Durham, Ernest Heyms- Zayed; 23 (4), 276-87 (2009). Earthquake resistant structures field, and Jessie X. Jones; 23 (4), 219-26 (2009). Displacement Performance of Template School Buildings during Field tests Seasonal Thermal Displacements of Gravity Dams Earthquakes in Turkey and Peru — Ayhan Load Performance of In Situ Corrugated Steel Located in Northern Regions — Pierre Léger Irfanoglu; 23 (1), 5-14 (2009). Highway Culverts — Kyong Y. Yeau, Halil and Sangaré Seydou; 23 (3), 166-74 (2009). Efficiency Sezen, and Patrick J. Fox; 23 (1), 32-9 (2009). Lessons Learned from Field and Laboratory Test- Performance Monitoring of a Rammed Aggregate Drainage ing of a DBR Project — Dar Hao Chen, Chul Pier Foundation Supporting a Mechanically Sta- Nondestructive Electrical Resistivity Method to Suh, and Moon Won; 23 (3), 175-80 (2009). bilized Earth Wall — Mark J. Thompson, Kord Map the Drainage System of Football Electric transmission lines J. Wissmann, and Ha T. V. Pham; 23 (4), 244-50 Playgrounds — Nart Coskun; 23 (5), 303-8 Life Expectancy Evaluation of the Wood Poles (2009). (2009). Which Support the Hellenic Electrical Distribu- Filters y Evaluation of Seepage from an Embankment Dam tion Network — C. A. Christodoulou, L. Ekono- Evaluation of Seepage from an Embankment Bam Retaining Fly Ash —- Pedro J. Amaya, John T. mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Retaining Fly Ash — Pedro J. Amaya, John T. Massey-Norton, and Timothy D. Stark; 23 (6), amousantas, D. S$. Oikonomou, N. Harkiolakis, Massey-Norton, and Timothy D. Stark; 23 (6), 406-14 (2009). G. E. Chatzarakis, and I. A. Stathopulos; 23 (5), 406-14 (2009). 314-9 (2009). Durability Effects of Corrosion of Steel Reinforcement on RC Electrical resistivity Finite element method Columns Wrapped with FRP Sheets — Sang- Roadway Heaving Caused by High Organic Matter Modal Testing, Finite-Element Model Updating, Wook Bae and Abdeldjelil Belarbi; 23 (1), 20-31 — Dar-Hao Chen, Zhiming Si, and Mustafa and Dynamic Analysis of an Arch Type Steel (2009). Saribudak; 23 (2), 100-8 (2009). Footbridge — Alemdar Bayraktar, Ahmet Can Nondestructive Electrical Resistivity Method to Altunisik, Baris Sevim, and Temel Tiirker; 23 Dynamic analysis Map the Drainage System of Football (2), 81-9 (2009). Investigation of Progressive Collapse-Resisting Playgrounds — Nart Coskun; 23 (5), 303-8 Vibration Characteristics of Kémiirhan Highway Capability of Steel Moment Frames Using Push- (2009). Bridge Constructed with Balanced Cantilever Down Analysis — Taewan Kim, Jinkoo Kim, Equipment Method — Alemdar Bayraktar, Ahmet Can Altu- and Junhee Park; 23 (5), 327-35 (2009). Seismic Safety Assessment of Gated Spillways — nisik, Baris Sevim, Temel Tiirker, Arman Dynamic loads Annie Limoges and Pierre Léger; 23 (4), 209-18 Domanig, and Yavuzhan Tas; 23 (2), 90-9 Effects of Long-Term Dynamic Loading and Fluc- (2009). (2009). tuating Water Table on Helical Anchor Perfor- Evaluation Seasonal Thermal Displacements of Gravity Dams mance for Small Wind Tower Foundations — Recent Advances in Performance Evaluation and Located in Northern Regions — Pierre Léger Amy B. Cerato and Rory Victor; 23 (4), 251-61 Flexural Response of Existing Bridges — Yail J. and Sangaré Seydou; 23 (3), 166-74 (2009). (2009). Kim, Rusmir Tanovic, and R. Gordon Wight; 23 Noise Evaluation for Pavement Maintenance in Dynamic pressure (3), 190-200 (2009). Metropolitan Highway Bridges — Yong-Seon Response of Bonded Membrane Retrofit Concrete Experimentation Lee, Won-Suk Jang, and Miroslaw J. Masonry Walls to Dynamic Pressure — Lee G. Dynamic Characterization Test of the New Law Skibniewski; 23 (3), 181-9 (2009). Moradi, James S. Davidson, and Robert J. Court in Naples — N. Augenti and P. Clemente; Performance of a Tied-Arch Reinforced Concrete Dinan; 23 (2), 72-80 (2009). 23 (1), 15-9 (2009). Railway Bridge: Rating, Safety Assessment, and JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009 / 493 Bond Length Evaluation — Erdogan Uzgider, (2009). ife Expectancy Evaluation of the Wood Poles Metin Aydogan, Ozden Caglayan, Kadir Oza- Geometry Which Support the Hellenic Electrical Distribu- kgul, and Ovunc Tezer; 23 (5), 366-71 (2009). Effects of Long-Term Dynamic Loading and Fluc- tion Network — C. A. Christodoulou, L. Ekono- Monitoring Stee! Girder Stability for Safer Bridge tuating Water Table on Helical Anchor Perfor- mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Erection — Q. Zhao, B. Yu, E. G. Burdette, and mance for Small Wind Tower Foundations - amousantas, D. S. Oikonomou, N. Harkiolakis, J. S. Hastings: 23 (6), 391-8 (2009). Amy B. Cerato and Rory Victor; 23 (4), 251-61 G. E. Chatzarakis, and I. A. Stathopulos; 23 (5), Finite-Element Model Tuning of Global Modes of (2009) 314-9 (2009). a Grandstand Structure Using Ambient Vibra- Geosynthetics Inspecting the Lightweight Precast Concrete Panels tion Testing — Ghada Saudi, Paul Reynolds, Analyzing the Reinforcement Loads _— of in the Woodrow Wilson Bridge Deck of 1982 — Mohammed Zaki, and Hossam Hodhod: 23 (6). Geosynthetic-Reinforced Soil Walls Subject to Benjamin Z. Dymond, Susan E. Bowers, Carin 467-79 (2009). Seismic Loading during the Service Life — L. Roberts-Wollmann, Thomas E. Cousins, and Fire resistance Huabei Liu; 23 (5), 292-302 (2009). Andrea J. Schokker: 23 (6), 382-90 (2009). Dominant Factor in the Collapse of WTC-1 — Grouting Instrumentation Konstantinos Miamis, Ayhan Irfanoglu, and Lessons Learned from Field and Laboratory Test- Evaluation Study on the Instrumentation System of Mete A. Sozen; 23 (4), 203-8 (2009). ing of a DBR Project — Dar Hao Chen, Chul Cindere Dam — A. Melih Yanmaz and O. Ilke Sezgin; 23 (6), 415-22 (2009). Flexural strength Suh, and Moon Won; 23 (3), 175-80 (2009). Recent Advances in Performance Evaluation and Safety Assessment in Tunnel Grouting Using Fuzzy Interchanges Flexural Response of Existing Bridges — Yail J. Rotational and Angular Models — Khalid R. Al- Evaluation of Pavement Friction Performance on Kim, Rusmir Tanovic, and R. Gordon Wight: 23 Labadi, H. M. Al-Humaidi, and F. Hadipriono Interchange Ramps at Network Level — Shuo (3), 190-200 (2009) Tan: 23 (6), 423-31 (2009). Li, Karen Zhu, Samy Noureldina,nd Yi Jiang: 23 (2), 109-14 (2009). Floods Hazards Performance-Based Design of Residential Wood- Performance-Based Design of Residential Wood- Italy Frame Buildings for Flood Based on Manage- Frame Buildings for Flood Based on Manage- Dynamic Characterization Test of the New Law able Loss — Mason Taggart and John W. van de able Loss — Mason Taggart and John W. van de Court in Naples — N. Augenti and P. Clemente: Lindt; 23 (2), 56-64 (2009). Lindt; 23 (2), 56-64 (2009). 23 (1), 15-9 (2009). Behavior of a One-Sixth Scale Wood-Framed Resi- Heaving Joints dential Structure under Wave Loading — Jebe- Roadway Heaving Caused by High Organic Matter Performance of Polymer Modified Asphalt Bridge diah S. Wilson, Rakesh Gupta, John W. van de Expansion Joints in Low-Temperature Regions — Dar-Hao Chen, Zhiming Si, and Mustafa Lindt, Milo Clauson, and Rachel Garcia; 23 (5), Saribudak; 23 (2), 100-8 (2009). - Tianlai Yu, Chengyu Li, and Sigang Wu; 23 336-45 (2009). (4), 227-33 (2009). Highway Floors Investigation of Settlement of a Jointed Concrete Vibration Characteristics of Kémiirhan Highway Probabilistic Modeling of Walking Excitation for Pavement — Dar-Hao Chen, Moon Won, and Bridge Constructed with Balanced Cantilever Building Floors — Stana Zivanovié and Ale- Feng Hong; 23 (6), 440-6 (2009). Method — Alemdar Bayraktar, Ahmet Can Altu- ksandar Pavic; 23 (3), 132-43 (2009). Characterization of Emulsion Wax Curing Agent as nisik, Baris Sevim, Temel Tiirker, Arman Fly ash Domanig, and Yavuzhan Tas: 23 (2), 90-9 Bond-Breaker Medium in Jointed Concrete Evaluation of Seepage from an Embankment Dam (2009). Pavement — Jialiang Yao, Jianbo Yuan, Qisen Retaining Fly Ash — Pedro J. Amaya, John T. Zhang, and Xian Wu; 23 (6), 447-55 (2009). History Massey-Norton, and Timothy D. Stark; 23 (6), Laboratory tests Pennsylvania Thermoplastic Pipe Deep Burial 406-14 (2009). Lessons Learned from Field and Laboratory Test- Project: 20th Year Investigations — Shad M. Forecasting Sargand, Teruhisa Masada, and David Keatley: ing of a DBR Project — Dar Hao Chen, Chul Forecasting the Remaining Useful Life of Cast Iron 23 (4), 262-8 (2009). Suh, and Moon Won; 23 (3), 175-80 (2009). Water Mains — Mohamed Fahmy and Osama Pennsylvania Thermoplastic Pipe Deep Burial Impact Moselhi; 23 (4), 269-75 (2009). Project: 20th Year Investigations — Shad M. Dominant Factor in the Collapse of WTC-1 — Foundations Sargand, Teruhisa Masada, and David Keatley; Konstantinos Miamis, Ayhan Irfanoglu, and Performance Monitoring of a Rammed Aggregate 23 (4), 262-8 (2009). Mete A. Sozen; 23 (4), 203-8 (2009). Pier Foundation Supporting a Mechanically Sta- Life cycles bilized Earth Wall — Mark J. Thompson, Kord Incremental loads Maintenance Strategy for Bridge Components on J. Wissmann, and Ha T. V. Pham; 23 (4), 244-50 Seismic Safety Assessment of Gated Spillways — the Basis of Performance — H. Ping Tserng, (2009). Annie Limoges and Pierre Léger; 23 (4), 209-18 Samuel Yen-Liang Yin, and Chin-Lung Chung; (2009). Framed structures 23 (4), 234-43 (2009). Performance-Based Design of Residential Wood- Infrastructure Comparative Analysis of Life-Cycle Costing for Frame Buildings for Flood Based on Manage- Study of the Suitability of Existing Deterioration Rehabilitating Infrastructure Systems — Mazen able Loss — Mason Taggart and John W. van de Models for Water Mains — Yong Wang, Osama Farran and Tarek Zayed; 23 (5), 320-6 (2009). Lindt; 23 (2), 56-64 (2009). Moselhi, and Tarek Zayed; 23 (1), 40-6 (2009). Lightweight concrete Frames Prediction Models for Annual Break Rates of Water Inspecting the Lightweight Precast Concrete Panels Behavior of a One-Sixth Scale Wood-Framed Resi- Mains — Yong Wang, Tarek Zayed, and Osama in the Woodrow Wilson Bridge Deck of 1982 — dential Structure under Wave Loading — Jebe- Moselhi; 23 (1), 47-54 (2009). Benjamin Z. Dymond, Susan E. Bowers, Carin diah S. Wilson, Rakesh Gupta, John W. van de Condition Assessment of Water Treatment Plant L. Roberts-Wollmann, Thomas E. Cousins, and Lindt, Milo Clauson, and Rachel Garcia: 23 (5). Components — Sarker Rahman and Tarek Andrea J. Schokker; 23 (6), 382-90 (2009). 336-45 (2009). Zayed; 23 (4), 276-87 (2009). Load distribution Fuzzy sets Comparative Analysis of Life-Cycle Costing for Recent Advances in Performance Evaluation and Safety Assessment in Tunnel Grouting Using Fuzzy Rehabilitating Infrastructure Systems — Mazen Flexural Response of Existing Bridges — Yail J. Rotational and Angular Models — Khalid R. Al- Farran and Tarek Zayed; 23 (5), 320-6 (2009). Kim, Rusmir Tanovic, and R. Gordon Wight; 23 Labadi, H. M. Al-Humaidi, and F. Hadipriono Inspection (3), 190-200 (2009). Tan; 23 (6), 423-31 (2009). Maintenance Strategy for Bridge Components on Load factors Gates the Basis of Performance — H. Ping Tserng, Analyzing the Reinforcement Loads _ of Seismic Safety Assessment of Gated Spillways — Samuel Yen-Liang Yin, and Chin-Lung Chung; Geosynthetic-Reinforced Soil Walls Subject to Annie Limoges and Pierre Léger; 23. (4), 209-18 23 (4), 234-43 (2009). Seismic Loading during the Service Life — 494 / JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009 Huabei Liu; 23 (5), 292-302 (2009). Hao Chen; 23 (5), 309-13 (2009). Pavements Load tests Monitoring Roadway Heaving Caused by High Organic Matter Dynamic Characterization Test of the New Law Monitoring and Analysis of Shanghai Pudong Sea- — Dar-Hao Chen, Zhiming Si, and Mustafa Court in Naples — N. Augenti and P. Clemente; wall Performance — Ming Huang and Jun Liu: Saribudak; 23 (2), 100-8 (2009). 23 (1), 15-9 (2009). 23 (6), 399-405 (2009). Evaluation of Pavement Friction Performance on Performance Monitoring of a Rammed Aggregate Evaluation Study on the Instrumentation System of Interchange Ramps at Network Level — Shuo Pier Foundation Supporting a Mechanically Sta- Cindere Dam — A. Melih Yanmaz and O. Ike Li, Karen Zhu, Samy Noureldin, and Yi Jiang: 23 bilized Earth Wall — Mark J. Thompson, Kord Sezgin; 23 (6), 415-22 (2009). (2), 109-14 (2009). J. Wissmann, and Ha T. V. Pham; 23 (4), 244-50 Neural networks Investigation of a Pavement Premature Failure on (2009). Forecasting the Remaining Useful Life of Cast Iron a Weak and Moisture Susceptible Base — Dar- Load transfer Water Mains — Mohamed Fahmy and Osama Hao Chen; 23 (5), 309-13 (2009) Lessons Learned from Field and Laboratory Test- Moselhi; 23 (4), 269-75 (2009). Pennsylvania ing of a DBR Project — Dar Hao Chen, Chul Pennsylvania Thermoplastic Pipe Deep Burial Noise control Suh, and Moon Won; 23 (3), 175-80 (2009). Project: 20th Year Investigations — Shad M. Noise Evaluation for Pavement Maintenance in Investigation of Settlement of a Jointed Concrete Metropolitan Highway Bridges — Yong-Seon Sargand, Teruhisa Masada, and David Keatley: Pavement — Dar-Hao Chen, Moon Won, and Lee, Won-Suk Jang, and Miroslaw J. 23 (4), 262-8 (2009). Feng Hong; 23 (6), 440-6 (2009). Skibniewski; 23 (3), 181-9 (2009). Performance characteristics Performance Monitoring of a Rammed Aggregate Mapping Nondestructive tests Nondestructive Electrical Resistivity Method to Output-Only Dynamic Testing of Rameses II Co- Pier Foundation Supporting a Mechanically Sta- Map the Drainage System of Football lossus by Singular Value Decomposition — M. bilized Earth Wall — Mark J. Thompson, Kord Playgrounds — Nart Coskun; 23 (5), 303-8 A. Zaki; 23 (2), 115-27 (2009). J. Wissmann, and Ha T. V. Pham: 23 (4), 244-50 (2009). (2009). Nondestructive Analysis of a Concrete Tunnel Monitoring and Analysis of Shanghai Pudong Sea- Markov process Model Using a Newly Proposed Combined wall Performance — Ming Huang and Jun Liu: Comparative Analysis of Life-Cycle Costing for Stress Wave Propagation Method — S. D. 23 (6), 399-405 (2009). Rehabilitating Infrastructure Systems — Mazen Boone, P. J. Barr, and J. A. Bay: 23 (6), 432-9 Farran and Tarek Zayed: 23 (5), 320-6 (2009). (2009). Peru Performance of Template School Buildings during Maryland Nonlinear analysis Earthquakes in Turkey and Peru — Ayhan Inspecting the Lightweight Precast Concrete Panels Formulation of Seismic Fragilities for a Wood- Irfanoglu: 23 (1), 5-14 (2009). in the Woodrow Wilson Bridge Deck of 1982 — Frame Building Based on Visually Determined Benjamin Z. Dymond, Susan E. Bowers, Carin Damage Indexes — Sangki Park and John W. Piers L. Roberts-Wollmann, Thomas E. Cousins, and van de Lindt; 23 (5), 346-52 (2009). Performance Monitoring of a Rammed Aggregate Andrea J. Schokker: 23 (6), 382-90 (2009). Vulnerability Screening and Capacity Assessment Pier Foundation Supporting a Mechanically Sta- bilized Earth Wall — Mark J. Thompson. Kord Masonry of Reinforced Concrete Columns Subjected to J. Wissmann, and Ha T. V. Pham; 23 (4), 244-50 Response of Bonded Membrane Retrofit Concrete Blast — W. W. El-Dakhakhni, W. F. Mekky, and (2009). Masonry Walls to Dynamic Pressure — Lee G. S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). Moradi, James S. Davidson, and Robert J. Investigation of Effects of Nonlinear Static Analy- Poles Dinan; 23 (2), 72-80 (2009). sis Procedures to Performance Evaluation on Life Expectancy Evaluation of the Wood Poles Which Support the Hellenic Electrical Distribu- Maximum loads Low-Rise RC Buildings — Erdal Irtem and tion Network — C. A. Christodoulou, L. Ekono- Investigation of Progressive Collapse-Resisting Umut Hasgul; 23 (6), 456-66 (2009). mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Capability of Steel Moment Frames Using Push- Nonstructural elements amousantas, D. S. Oikonomou, N. Harkiolakis, Down Analysis — Taewan Kim, Jinkoo Kim, Finite-Element Model Tuning of Global Modes of G. E. Chatzarakis, and I. A. Stathopulos; 23 (5), and Junhee Park; 23 (5), 327-35 (2009). a Grandstand Structure Using Ambient Vibra- 314-9 (2009). Membranes tion Testing — Ghada Saudi, Paul Reynolds, Polymers Response of Bonded Membrane Retrofit Concrete Mohammed Zaki, and Hossam Hodhod; 23 (6), Response of Bonded Membrane Retrofit Concrete Masonry Walls to Dynamic Pressure — Lee G. 467-79 (2009). Masonry Walls to Dynamic Pressure — Lee G. Moradi, James S. Davidson, and Robert J. Ohio Moradi, James S. Davidson, and Robert J. Dinan; 23 (2), 72-80 (2009). Investigation of the Dayton, Ohio, IR 75 Sign Truss Dinan; 23 (2), 72-80 (2009). Mixtures Failure of September 11, 2006 — Arthur A. Performance of Polymer Modified Asphalt Bridge Characterization of Emulsion Wax Curing Agent as Huckelbridge Jr., and Andrew T. Metzger; 23 Expansion Joints in Low-Temperature Regions Bond-Breaker Medium in Jointed Concrete (5), 372-8 (2009). — Tianlai Yu, Chengyu Li, and Sigang Wu; 23 Pavement — Jialiang Yao, Jianbo Yuan, Qisen Panels (4), 227-33 (2009). Zhang, and Xian Wu: 23 (6), 447-55 (2009). Inspecting the Lightweight Precast Concrete Panels Post-tensioned concrete Modal analysis in the Woodrow Wilson Bridge Deck of 1982 — Inspecting the Lightweight Precast Concrete Panels Dynamic Characterization Test of the New Law Benjamin Z. Dymond, Susan E. Bowers, Carin in the Woodrow Wilson Bridge Deck of 1982 — Court in Naples — N. Augenti and P. Clemente; L. Roberts-Wolimann, Thomas E. Cousins, and Benjamin Z. Dymond, Susan E. Bowers, Carin 23 (1), 15-9 (2009). Andrea J. Schokker; 23 (6), 382-90 (2009). L. Roberts-Wollmann, Thomas E. Cousins, and Modal Testing, Finite-Element Model Updating, Parking Andrea J. Schokker; 23 (6), 382-90 (2009). and Dynamic Analysis of an Arch Type Steel Case Study of Subsidence in Interstratified Sedi- Precast concrete Footbridge — Alemdar Bayraktar, Ahmet Can mentary Bedrock: Parking Garage Distress In- Retrofitting Precast Bridge Beams with Carbon Altunisik, Baris Sevim, and Temel Tiirker; 23 vestigation and Remediation —- tlangseok Choi, Fiber-Reinforced Polymer Strips for Shear (2), 81-9 (2009). Chulho Lee, and Lynton L. Price; 23 (3), 160-5 Capacity — Stephan A. Durham, Ernest Heyms- Output-Only Dynamic Testing of Rameses II Co- (2009). field, and Jessie X. Jones; 23 (4), 219-26 (2009). lossus by Singular Value Decomposition — M. Pavement management Inspecting the Lightweight Precast Concrete Panels A. Zaki; 23 (2), 115-27 (2009). Noise Evaluation for Pavement Maintenance in in the Woodrow Wilson Bridge Deck of 1982 — Moisture Metropolitan Highway Bridges — Yong-Seon Benjamin Z. Dymond, Susan E. Bowers, Carin Investigation of a Pavement Premature Failure on Lee, Won-Suk Jang, and Miroslaw J. L. Roberts-Wollmann, Thomas E. Cousins, and a Weak and Moisture Susceptible Base — Dar- Skibniewski; 23 (3), 181-9 (2009). Andrea J. Schokker; 23 (6), 382-90 (2009). JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009 / 495 Probability Comparative Analysis of Life-Cycle Costing for Damage Indexes — Sangki Park and John W. Probabilistic Modeling of Walking Excitation for Rehabilitating Infrastructure Systems — Mazen van de Lindt; 23 (5), 346-52 (2009). Building Floors — Stana Zivanovié and Ale- Farran and Tarek Zayed: 23 (5), 320-6 (2009). Investigation of Effects of Nonlinear Static Analy- ksandar Pavic: 23 (3), 132-43 (2009). Reinforced concrete sis Procedures to Performance Evaluation on Probability distribution Performance of Template School Buildings during Low-Rise RC Buildings — Erdal Irtem and Life Expectancy Evaluation of the Wood Poles Earthquakes in Turkey and Peru — Ayhan Umut Hasgul; 23 (6), 456-66 (2009). Which Support the Hellenic Electrical Distribu- Irfanoglu; 23 (1), 5-14 (2009). Seismic design tion Network — C. A. Christodoulou, L. Ekono- Performance of a Tied-Arch Reinforced Concrete Performance of Template School Buildings during mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Railway Bridge: Rating, Safety Assessment, and Earthquakes in Turkey and Peru — Ayhan amousantas, D. S. Oikonomou, N. Harkiolakis, Bond Length Evaluation — Erdogan Uzgider, Irfanoglu; 23 (1), 5-14 (2009). G. E. Chatzarakis, and I. A. Stathopulos; 23 (5), Metin Aydogan, Ozden Caglayan, Kadir Oza- Seismic effects 314-9 (2009). kgul, and Ovune Tezer; 23 (5), 366-71 (2009). Analyzing the Reinforcement Loads _ of Progressive collapse Reinforcement Geosynthetic-Reinforced Soil Walls Subject to Investigation of Progressive Collapse-Resisting Analyzing the Reinforcement Loads _ of Seismic Loading during the Service Life — Capability of Steel Moment Frames Using Push- Geosynthetic-Reinforced Soil Walls Subject to Huabei Liu; 23 (5), 292-302 (2009). Down Analysis — Taewan Kim, Jinkoo Kim, Seismic Loading during the Service Life — Service life and Junhee Park; 23 (5), 327-35 (2009). Huabei Liu; 23 (5), 292-302 (2009). Analyzing the Reinforcement Loads _ of Public safety Remedial action Geosynthetic-Reinforced Soil Walls Subject to Vulnerability Screening and Capacity Assessment Case Study of Subsidence in Interstratified Sedi- Seismic Loading during the Service Life — of Reinforced Concrete Columns Subjected to mentary Bedrock: Parking Garage Distress In- Huabei Liu; 23 (5), 292-302 (2009). Blast — W. W. El-Dakhakhni, W. F. Mekky, and vestigation and Remediation — Hangseok Choi, Serviceability S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). Chulho Lee, and Lynton L. Price; 23 (3), 160-5 Probabilistic Modeling of Walking Excitation for Quality control (2009). Building Floors — Stana Zivanovié and Ale- Divergence or Congruence? A Path Model of Re- Nondestructive Electrical Resistivity Method to ksandar Pavi¢; 23 (3), 132-43 (2009). work for Building and Civil Engineering Map the Drainage System of Football Settlement Projects — Peter E. D. Love, David J. Edwards, Playgrounds — Nart Coskun; 23 (5), 303-8 Investigation of Settlement of a Jointed Concrete Jim Smith, and Derek H. T. Walker: 23 (6), 480-8 (2009). Pavement — Dar-Hao Chen, Moon Won, and (2009). Retaining walls Feng Hong; 23 (6), 440-6 (2009). Radar Performance Monitoring of a Rammed Aggregate Investigation of a Pavement Premature Failure on Pier Foundation Supporting a Mechanically Sta- Shear strength a Weak and Moisture Susceptible Base — Dar- bilized Earth Wall — Mark J. Thompson, Kord Retrofitting Precast Bridge Beams with Carbon Hao Chen; 23 (5), 309-13 (2009). J. Wissmann, and Ha T. V. Pham; 23 (4), 244-50 Fiber-Reinforced Polymer Strips for Shear Capacity — Stephan A. Durham, Ernest Heyms- Radiography (2009). field, and Jessie X. Jones; 23 (4), 219-26 (2009). Roadway Heaving Caused by High Organic Matter Roofs — Dar-Hao Chen, Zhiming Si, and Mustafa Finite-Element Model Tuning of Global Modes of Sheets Saribudak; 23 (2), 100-8 (2009). a Grandstand Structure Using Ambient Vibra- Effects of Corrosion of Steel Reinforcement on RC Columns Wrapped with FRP Sheets — Sang- Ramps tion Testing — Ghada Saudi, Paul Reynolds, Wook Bae and Abdeldjelil Belarbi; 23 (1), 20-31 Evaluation of Pavement Friction Performance on Mohammed Zaki, and Hossam Hodhod; 23 (6), (2009). Interchange Ramps at Network Level — Shuo 467-79 (2009). Li, Karen Zhu, Samy Noureldin, and Yi Jiang: 23 Safety Silos (2), 109-14 (2009). Safety Assessment in Tunnel Grouting Using Fuzzy Cause of Damage and Failures in Silo Structures — Ratings Rotational and Angular Models — Khalid R. Al- Adem Dogangun, Zeki Karaca, Ahmet Durmus, and Halil Sezen; 23 (2), 65-71 (2009). Comparative Analysis of Life-Cycle Costing for Labadi, H. M. Al-Humaidi, and F. Hadipriono Rehabilitating Infrastructure Systems — Mazen Tan; 23 (6), 423-31 (2009). Slabs Farran and Tarek Zayed; 23 (5), 320-6 (2009). Schools Environmental Conditions in the Deterioration of Performance of a Tied-Arch Reinforced Concrete Performance of Template School Buildings during Brick Fagades — Angeles Mas Tomas, Vicente Railway Bridge: Rating, Safety Assessment, and Earthquakes in Turkey and Peru — Ayhan Galva Llopis, and Enrique Gil Benso; 23 (3), Bond Length Evaluation — Erdogan Uzgider, Irfanoglu; 23 (1), 5-14 (2009). 144-50 (2009). Metin Aydogan, Ozden Caglayan, Kadir Oza- Sea walls Soil structures kgul, and Ovunc Tezer; 23 (5), 366-71 (2009). Monitoring and Analysis of Shanghai Pudong Sea- Analyzing the Reinforcement Loads _ of Rehabilitation wall Performance — Ming Huang and Jun Liu; Geosynthetic-Reinforced Soil Walls Subject to Prediction Models for Annual Break Rates of Water 23 (6), 399-405 (2009). Seismic Loading during the Service Life — Mains — Yong Wang, Tarek Zayed, and Osama Security Huabei Liu; 23 (5), 292-302 (2009). Moselhi; 23 (1), 47-54 (2009). Vulnerability Screening and Capacity Assessment Soil-structure interaction Response of Bonded Membrane Retrofit Concrete of Reinforced Concrete Columns Subjected to Load Performance of In Situ Corrugated Steel Masonry Walls to Dynamic Pressure — Lee G. Blast — W. W. El-Dakhakhni, W. F. Mekky, and Highway Culverts — Kyong Y. Yeau, Halil Moradi, James S. Davidson, and Robert J. S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). Sezen, and Patrick J. Fox; 23 (1), 32-9 (2009). Dinan; 23 (2), 72-80 (2009). Seepage Spectral analysis Lessons Learned from Field and Laboratory Test- Evaluation of Seepage from an Embankment Dam Dynamic Characterization Test of the New Law ing of a DBR Project — Dar Hao Chen, Chul Retaining Fly Ash — Pedro J. Amaya, John T. Court in Naples — N. Augenti and P. Clemente; Suh, and Moon Won; 23 (3), 175-80 (2009). Massey-Norton, and Timothy D. Stark; 23 (6), 23 (1), 15-9 (2009). Retrofitting Precast Bridge Beams with Carbon 406-14 (2009). Spillways Fiber-Reinforced Polymer Strips for Shear Seismic analysis Seismic Safety Assessment of Gated Spillways — Capacity — Stephan A. Durham, Ernest Heyms- Seismic Safety Assessment of Gated Spillways — Annie Limoges and Pierre Léger; 23 (4), 209-18 field, and Jessie X. Jones; 23 (4), 219-26 (2009). Annie Limoges and Pierre Léger; 23 (4), 209-18 (2009). Condition Assessment of Water Treatment Plant (2009). State-of-the-art reviews Components — Sarker Rahman and Tarek Formulation of Seismic Fragilities for a Wood- Recent Advances in Performance Evaluation and Zayed; 23 (4), 276-87 (2009). Frame Building Based on Visually Determined Flexural Response of Existing Bridges — Yail J. 496 / JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009 Kim, Rusmir Tanovic, and R. Gordon Wight; 23 S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). Torsion (3), 190-200 (2009). Performance of a Tied-Arch Reinforced Concrete Monitoring Steel Girder Stability for Safer Bridge Statistics Railway Bridge: Rating, Safety Assessment, and Erection — Q. Zhao, B. Yu, E. G. Burdette, and Seasonal Thermal Displacements of Gravity Dams Bond Length Evaluation — Erdogan Uzgider, J. S. Hastings; 23 (6), 391-8 (2009). Located in Northern Regions — Pierre Léger Metin Aydogan, Ozden Caglayan, Kadir Oza- Characterization of Emulsion Wax Curing Agent as and Sangaré Seydou; 23 (3), 166-74 (2009). kgul, and Ovune Tezer; 23 (5), 366-71 (2009). Bond-Breaker Medium in Jointed Concrete Monitoring and Analysis of Shanghai Pudong Sea- Subbase course Pavement — Jialiang Yao, Jianbo Yuan, Qisen wall Performance — Ming Huang and Jun Liu; Characterization of Emulsion Wax Curing Agent as Zhang, and Xian Wu; 23 (6), 447-55 (2009). 23 (6), 399-405 (2009). Bond-Breaker Medium in Jointed Concrete Towers Steel Pavement — Jialiang Yao, Jianbo Yuan, Qisen Effects of Long-Term Dynamic Loading and Fluc- Load Performance of In Situ Corrugated Steel Zhang, and Xian Wu; 23 (6), 447-55 (2009). tuating Water Table on Helical Anchor Perfor- Highway Culverts — Kyong Y. Yeau, Halil Subsidence mance for Small Wind Tower Foundations — Sezen, and Patrick J. Fox; 23 (1), 32-9 (2009). Case Study of Subsidence in Interstratified Sedi- Amy B. Cerato and Rory Victor; 23 (4), 251-61 Steel frames mentary Bedrock: Parking Garage Distress In- (2009). Investigation of Progressive Collapse-Resisting vestigation and Remediation — Hangseok Choi, Traffic signs Capability of Steel Moment Frames Using Push- Chulho Lee, and Lynton L. Price; 23 (3), 160-5 Investigation of the Dayton, Ohio, IR 75 Sign Truss Down Analysis — Taewan Kim, Jinkoo Kim, (2009). Failure of September 11, 2006 — Arthur A. Huckelbridge Jr., and Andrew T. Metzger; 23 and Junhee Park; 23 (5), 327-35 (2009). Support structures (5), 372-8 (2009). Stochastic processes Investigation of the Dayton, Ohio, IR 75 Sign Truss Modal Testing, Finite-Element Model Updating, Failure of September 11, 2006 — Arthur A. Transfer functions and Dynamic Analysis of an Arch Type Steel Huckelbridge Jr., and Andrew T. Metzger; 23 Dynamic Characterization Test of the New Law Footbridge — Alemdar Bayraktar, Ahmet Can (5), 372-8 (2009). Court in Naples — N. Augenti and P. Clemente, 23 (1), 15-9 (2009). Altunisik, Baris Sevim, and Teme! Tiirker; 23 Sustainable development (2), 81-9 (2009). Comparative Analysis of Life-Cycle Costing for Transportation networks Storage facilities Rehabilitating Infrastructure Systems — Mazen Evaluation of Pavement Friction Performance on Cause of Damage and Failures in Silo Structures — Farran and Tarek Zayed; 23 (5), 320-6 (2009). Interchange Ramps at Network Level — Shuo Li, Karen Zhu, Samy Noureldin, and Yi Jiang: 23 Adem Dogangun, Zeki Karaca, Ahmet Durmus, System analysis (2), 109-14 (2009). and Halil Sezen; 23 (2), 65-71 (2009). Performance-Based Design of Residential Wood- Stress waves Frame Buildings for Flood Based on Manage- Tunnels Nondestructive Analysis of a Concrete Tunnel able Loss — Mason Taggart and John W. van de Safety Assessment in Tunnel Grouting Using Fuzzy Model Using a Newly Proposed Combined Lindt; 23 (2), 56-64 (2009). Rotational and Angular Models — Khalid R. Al- Labadi, H. M. Al-Humaidi, and F. Hadipriono Stress Wave Propagation Method — S. D. Tailings Tan; 23 (6), 423-31 (2009). Boone, P. J. Barr, and J. A. Bay; 23 (6), 432-9 Evaluation of Seepage from an Embankment Dam (2009). Retaining Fly Ash — Pedro J. Amaya, John T. Nondestructive Analysis of a Concrete Tunnel Model Using a Newly Proposed Combined Structural behavior Massey-Norton, and Timothy D. Stark; 23 (6), Stress Wave Propagation Method — S. D. Behavior of a One-Sixth Scale Wood-Framed Resi- 406-14 (2009). Boone, P. J. Barr, and J. A. Bay; 23 (6), 432-9 dential Structure under Wave Loading — Jebe- Temperature effects (2009). diah S. Wilson, Rakesh Gupta, John W. van de Performance of Polymer Modified Asphalt Bridge Turkey Lindt, Milo Clauson, and Rachel Garcia; 23 (5), Expansion Joints in Low-Temperature Regions Performance of Template School Buildings during 336-45 (2009). — Tianlai Yu, Chengyu Li, and Sigang Wu; 23 Earthquakes in Turkey and Peru — Ayhan Structural dynamics (4), 227-33 (2009). Irfanoglu; 23 (1), 5-14 (2009). Noise Evaluation for Pavement Maintenance in Temporary structures Vibration Characteristics of Kémiirhan Highway Metropolitan Highway Bridges — Yong-Seon Cases of Collapse of Demountable Grandstands — Bridge Constructed with Balanced Cantilever Lee, Won-Suk Jang, and Miroslaw J. Valkisfran Lira de Brito and Roberto Leal Method — Alemdar Bayraktar, Ahmet Can Altu- Skibniewski; 23 (3), 181-9 (2009). Pimentel; 23 (3), 151-9 (2009). nisik, Baris Sevim, Temel Tiirker, Arman Structural elements Tensile strength Domanig, and Yavuzhan Tas; 23 (2), 90-9 Seismic Safety Assessment of Gated Spillways — Pennsylvania Thermoplastic Pipe Deep Burial (2009). Annie Limoges and Pierre Léger; 23 (4), 209-18 Project: 20th Year Investigations — Shad M. Performance of a Tied-Arch Reinforced Concrete (2009). Sargand, Teruhisa Masada, and David Keatley; Railway Bridge: Rating, Safety Assessment, and Structural failures 23 (4), 262-8 (2009). Bond Length Evaluation — Erdogan Uzgider, Cases of Collapse of Demountable Grandstands — Thermal analysis Metin Aydogan, Ozden Caglayan, Kadir Oza- Valkisfran Lira de Brito and Roberto Leal Seasonal Thermal Displacements of Gravity Dams kgul, and Ovune Tezer; 23 (5), 366-71 (2009). Pimentel; 23 (3), 151-9 (2009). Located in Northern Regions — Pierre Léger Evaluation Study on the Instrumentation System of Dominant Factor in the Collapse of WTC-1 — and Sangaré Seydou; 23 (3), 166-74 (2009). Cindere Dam — A. Melih Yanmaz and O. Ilke Konstantinos Miamis, Ayhan Irfanoglu, and Dominant Factor in the Collapse of WTC-1 — Sezgin; 23 (6), 415-22 (2009). Mete A. Sozen; 23 (4), 203-8 (2009). Konstantinos Miamis, Ayhan Irfanoglu, and Uplifting Investigation of the Dayton, Ohio, IR 75 Sign Truss Mete A. Sozen; 23 (4), 203-8 (2009). Effects of Long-Term Dynamic Loading and Fluc- Failure of September 11, 2006 — Arthur A. Thermal factors tuating Water Table on Helical Anchor Perfor- Huckelbridge Jr., and Andrew T. Metzger; 23 Pennsylvania Thermoplastic Pipe Deep Burial mance for Small Wind Tower Foundations — (5), 372-8 (2009). Project: 20th Year Investigations — Shad M. Amy B. Cerato and Rory Victor; 23 (4), 251-61 Structural safety Sargand, Teruhisa Masada, and David Keatley; (2009). Performance of Template School Buildings during 23 (4), 262-8 (2009). Vibration Earthquakes in Turkey and Peru — Ayhan Timber construction Vibration Characteristics of Kémiirhan Highway Irfanoglu; 23 (1), 5-14 (2009). Formulation of Seismic Fragilities for a Wood- Bridge Constructed with Balanced Cantilever Vulnerability Screening and Capacity Assessment Frame Building Based on Visually Determined Method — Alemdar Bayraktar, Ahmet Can Altu- of Reinforced Concrete Columns Subjected to Damage Indexes — Sangki Park and John W. nisik, Baris Sevim, Temel Tiirker, Arman Blast — W. W. El-Dakhakhni, W. F. Mekky, and van de Lindt; 23 (5), 346-52 (2009). Domanig¢, and Yavuzhan Tas; 23 (2), 90-9 JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009 / 497 (2009). Masonry Walls to Dynamic Pressure — Lee G. Water table Output-Only Dynamic Testing of Rameses II Co- Moradi, James S. Davidson, and Robert J. Effects of Long-Term Dynamic Loading and Fluc- lossus by Singular Value Decomposition — M. Dinan; 23 (2), 72-80 (2009). tuating Water Table on Helical Anchor Perfor- A. Zaki; 23 (2), 115-27 (2009). Analyzing the Reinforcement Loads _ of mance for Small Wind Tower Foundations — Probabilistic Modeling of Walking Excitation for Geosynthetic-Reinforced Soil Walls Subject to Amy B. Cerato and Rory Victor; 23 (4), 251-61 Building Floors — Stana Zivanovié and Ale- Seismic Loading during the Service Life — (2009). ksandar Pavi¢; 23 (3), 132-43 (2009). Huabei Liu; 23 (5), 292-302 (2009). Water treatment plants Lessons Learned from Field and Laboratory Test- Water distribution systems Condition Assessment of Water Treatment Plant ing of a DBR Project — Dar Hao Chen, Chul Study of the Suitability of Existing Deterioration Components — Sarker Rahman and Tarek Suh, and Moon Won; 23 (3), 175-80 (2009). Models for Water Mains — Yong Wang, Osama Zayed: 23 (4), 276-87 (2009). Moselhi, and Tarek Zayed: 23 (1), 40-6 (2009). Investigation of the Dayton, Ohio, IR 75 Sign Truss Wood structures Failure of September 11, 2006 — Arthur A. Prediction Models for Annual Break Rates of Water Performance-Based Design of Residential Wood- Huckelbridge Jr.. and Andrew T. Metzger: 23 Mains — Yong Wang, Tarek Zayed, and Osama Frame Buildings for Flood Based on Manage- (5), 372-8 (2009). Moselhi: 23 (1), 47-54 (2009). able Loss — Mason Taggart and John W. van de Finite-Element Model Tuning of Global Modes of Forecasting the Remaining Useful Life of Cast Iron Lindt: 23 (2), 56-64 (2009). a Grandstand Structure Using Ambient Vibra- Water Mains — Mohamed Fahmy and Osama Life Expectancy Evaluation of the Wood Poles tion Testing — Ghada Saudi, Paul Reynolds, Moselhi: 23 (4), 269-75 (2009). Which Support the Hellenic Electrical Distribu- Mohammed Zaki, and Hossam Hodhod; 23 (6), Water pipelines tion Network — C. A. Christodoulou, L. Ekono- 467-79 (2009). Study of the Suitability of Existing Deterioration mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Virginia Models for Water Mains — Yong Wang, Osama amousantas, D. S. Oikonomou, N. Harkiolakis, Inspecting the Lightweight Precast Concrete Panels Moselhi, and Tarek Zayed; 23 (1), 40-6 (2009). G. E. Chatzarakis, and I. A. Stathopulos; 23 (5), in the Woodrow Wilson Bridge Deck of 1982 — Prediction Models for Annual Break Rates of Water 314-9 (2009). Benjamin Z. Dymond, Susan E. Bowers, Carin Mains — Yong Wang, Tarek Zayed, and Osama Behavior of a One-Sixth Scale Wood-Framed Resi- L. Roberts-Wollmann, Thomas E. Cousins, and Moselhi; 23 (1), 47-54 (2009). dential Structure under Wave Loading — Jebe- Andrea J. Schokker; 23 (6), 382-90 (2009). Forecasting the Remaining Useful Life of Cast Iron diah S. Wilson, Rakesh Gupta, John W. van de Walls Water Mains — Mohamed Fahmy and Osama Lindt, Milo Clauson, and Rachel Garcia; 23 (5), Response of Bonded Membrane Retrofit Concrete Moselhi; 23 (4), 269-75 (2009). 336-45 (2009). 498 / JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009 2009 ANNUAL INDEX Author Index Al-Humaidi, H. M. Vibration Characteristics of Kémiirhan Highway S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). Safety Assessment in Tunnel Grouting Using Fuzzy Bridge Constructed with Balanced Cantilever Chatzarakis, G. E. Rotational and Angular Models — Khalid R. Al- Method — Alemdar Bayraktar, Ahmet Can Altu- Life Expectancy Evaluation of the Wood Poles Labadi, H. M. Al-Humaidi, and F. Hadipriono nisik, Baris Sevim, Temel Tiirker, Arman Which Support the Hellenic Electrical Distribu- Tan; 23 (6), 423-31 (2009). Domanig, and Yavuzhan Tas; 23 (2), 90-9 tion Network — C. A. Christodoulou, L. Ekono- Al-Labadi, Khalid R. (2009). mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Safety Assessment in Tunnel Grouting Using Fuzzy Belarbi, Abdeldjelil amousantas, D. S. Oikonomou, N. Harkiolakis, Rotational and Angular Models — Khalid R. Al- Effects of Corrosion of Steel Reinforcement on RC G. E. Chatzarakis, and I. A. Stathopulos; 23 (5), Labadi, H. M. Al-Humaidi, and F. Hadipriono Columns Wrapped with FRP Sheets — Sang- 314-9 (2009). Tan; 23 (6), 423-31 (2009). Wook Bae and Abdeldjelil Belarbi; 23 (1), 20-31 Chen, Dar-Hao Altunisik, Ahmet Can (2009). Roadway Heaving Caused by High Organic Matter Modal Testing, Finite-Element Model Updating, Benso, Enrique Gil — Dar-Hao Chen, Zhiming Si, and Mustafa and Dynamic Analysis of an Arch Type Steel Environmental Conditions in the Deterioration of Saribudak; 23 (2), 100-8 (2009). Footbridge — Alemdar Bayraktar, Ahmet Can Brick Fagades — Angeles Mas Tomas, Vicente Lessons Learned from Field and Laboratory Test- Altunisik, Baris Sevim, and Temel Tiirker; 23 Galvaii Llopis, and Enrique Gil Benso; 23 (3), ing of a DBR Project — Dar Hao Chen, Chul (2), 81-9 (2009). 144-50 (2009). Suh, and Moon Won; 23 (3), 175-80 (2009). Vibration Characteristics of Kémiirhan Highway Boone, S. D. Investigation of a Pavement Premature Failure on Bridge Constructed with Balanced Cantilever Nondestructive Analysis of a Concrete Tunnel a Weak and Moisture Susceptible Base — Dar- Method — Alemdar Bayraktar, Ahmet Can Altu- Model Using a Newly Proposed Combined Hao Chen; 23 (5), 309-13 (2009). nisik, Baris Sevim, Temel Tiirker, Arman Stress Wave Propagation Method — S. D. Investigation of Settlement of a Jointed Concrete Domanig, and Yavuzhan Tas; 23 (2), 90-9 Boone, P. J. Barr, and J. A. Bay: 23 (6), 432-9 Pavement — Dar-Hao Chen, Moon Won, and (2009). (2009). Feng Hong; 23 (6), 440-6 (2009). Amaya, Pedro J. Bowers, Susan E. Choi, Hangseok Evaluation of Seepage from an Embankment Dam Inspecting the Lightweight Precast Concrete Panels Case Study of Subsidence in Interstratified Sedi- in the Woodrow Wilson Bridge Deck of 1982 — mentary Bedrock: Parking Garage Distress In- Retaining Fly Ash — Pedro J. Amaya, John T. Benjamin Z. Dymond, Susan E. Bowers, Carin vestigation and Remediation — Hangseok Choi, Massey-Norton, and Timothy D. Stark; 23 (6), L. Roberts-Wollmann, Thomas E. Cousins, and Chulho Lee, and Lynton L. Price; 23 (3), 160-5 406-14 (2009). Andrea J. Schokker; 23 (6), 382-90 (2009). (2009). Augenti, N. Burdette, E. G. Christodoulou, C. A. Dynamic Characterization Test of the New Law Monitoring Steel Girder Stability for Safer Bridge Life Expectancy Evaluation of the Wood Poles Court in Naples — N. Augenti and P. Clemente: Erection — Q. Zhao, B. Yu, E. G. Burdette, and Which Support the Hellenic Electrical Distribu- 23 (1), 15-9 (2009). J. S. Hastings; 23 (6), 391-8 (2009). tion Network — C. A. Christodoulou, L. Ekono- Aydogan, Metin Caglayan, Ozden mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Performance of a Tied-Arch Reinforced Concrete Performance of a Tied-Arch Reinforced Concrete amousantas, D. §. Oikonomou, N. Harkiolakis, Railway Bridge: Rating, Safety Assessment, and Railway Bridge: Rating, Safety Assessment, and G. E. Chatzarakis, and I. A. Stathopulos; 23 (5), Bond Length Evaluation — Erdogan Uzgider, Bond Length Evaluation — Erdogan Uzgider, 314-9 (2009). Metin Aydogan, Ozden Caglayan, Kadir Oza- Metin Aydogan, Ozden Caglayan, Kadir Oza- Chung, Chin-Lung kgul, and Ovunc Tezer; 23 (5), 366-71 (2009). kgul, and Ovunc Tezer; 23 (5), 366-71 (2009). Maintenance Strategy for Bridge Components on Bae, Sang-Wook Carper, Kenneth L. the Basis of Performance — H. Ping Tserng, Effects of Corrosion of Steel Reinforcement on RC Editor’s Note — Kenneth L. Carper; 23 (1), 1 Samuel Yen-Liang Yin, and Chin-Lung Chung; Columns Wrapped with FRP Sheets — Sang- (2009). 23 (4), 234-43 (2009). Wook Bae and Abdeldjelil Belarbi; 23 (1), 20-31 Editor’s Note — Kenneth L. Carper; 23 (2), 55 Clauson, Milo (2009). (2009). Behavior of a One-Sixth Scale Wood-Framed Resi- Barr, P. J. Editor’s Note — Kenneth L. Carper; 23 (3), 129 dential Structure under Wave Loading — Jebe- Nondestructive Analysis of a Concrete Tunnel (2009). diah S. Wilson, Rakesh Gupta, John W. van de Model Using a Newly Proposed Combined Editor’s Note — Kenneth L. Carper; 23 (4), 201-2 Lindt, Milo Clauson, and Rachel Garcia; 23 (5), Stress Wave Propagation Method — S. D. (2009). 336-45 (2009). Boone, P. J. Barr, and J. A. Bay; 23 (6), 432-9 Editor’s Note — Kenneth L. Carper; 23 (5), 289-91 Clemente, P. (2009). (2009). Dynamic Characterization Test of the New Law Bay, J. A. Editor’s Note — Kenneth L. Carper; 23 (6), 379-81 Court in Naples — N. Augenti and P. Clemente: Nondestructive Analysis of a Concrete Tunnel (2009). 23 (1), 15-9 (2009). Model Using a Newly Proposed Combined Cerato, Amy B. Coskun, Nart Stress Wave Propagation Method — S. D. Effects of Long-Term Dynamic Loading and Fluc- Nondestructive Electrical Resistivity Method to Boone, P. J. Barr, and J. A. Bay; 23 (6), 432-9 tuating Water Table on Helical Anchor Perfor- Map the Drainage System of Football (2009). mance for Small Wind Tower Foundations — Playgrounds — Nart Coskun; 23 (5), 303-8 Bayraktar, Alemdar Amy B. Cerato and Rory Victor; 23 (4), 251-61 (2009). Modal Testing, Finite-Element Model Updating, (2009). Cousins, Thomas E. and Dynamic Analysis of an Arch Type Steel Changiz-Rezaei, S. H. Inspecting the Lightweight Precast Concrete Panels Footbridge — Alemdar Bayraktar, Ahmet Can Vulnerability Screening and Capacity Assessment in the Woodrow Wilson Bridge Deck of 1982 — Altunisik, Baris Sevim, and Temel Tiirker; 23 of Reinforced Concrete Columns Subjected to Benjamin Z. Dymond, Susan E. Bowers, Carin (2), 81-9 (2009). Blast — W. W. El-Dakhakhni, W. F. Mekky, and L. Roberts-Wollmann, Thomas E. Cousins, and JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009 / 499 Andrea J. Schokker; 23 (6), 382-90 (2009). Fotis, G. P. Earthquakes in Turkey and Peru — Ayhan Davidson, James S. Life Expectancy Evaluation of the Wood Poles Irfanoglu; 23 (1), 5-14 (2009). Response of Bonded Membrane Retrofit Concrete Which Support the Hellenic Electrical Distribu- Dominant Factor in the Collapse of WTC-1 — Masonry Walls to Dynamic Pressure — Lee G. tion Network — C. A. Christodoulou, L. Ekono- Konstantinos Miamis, Ayhan Irfanoglu, and Moradi, James S. Davidson. and Robert J. mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Mete A. Sozen; 23 (4), 203-8 (2009) Dinan; 23 (2), 72-80 (2009) amousantas, D. S. Oikonomou, N. Harkiolakis, Irtem, Erdal de Brito, Valkisfran Lira G. E. Chatzarakis, and I. A. Stathopulos; 23 (5), Investigation of Effects of Nonlinear Static Analy- Cases of Collapse of Demountable Grandstands 314-9 (2009) sis Procedures to Performance Evaluation on Valkisfran Lira de Brito and Roberto Leal Fox, Patrick J. Low-Rise RC Buildings — Erdal Irtem and Pimentel; 23 (3), 151-9 (2009). Load Performance of In Situ Corrugated Steel Umut Hasgul; 23 (6), 456-66 (2009) Highway Culverts Kyong Y. Yeau, Halil Jang, Won-Suk Dinan, Robert J. Sezen, and Patrick J. Fox; 23 (1), 32-9 (2009). Noise Evaluation for Pavement Maintenance in Response of Bonded Membrane Retrofit Concrete Garcia, Rachel Metropolitan Highway Bridges Yong-Seon Masonry Walls to Dynamic Pressure — Lee G. Behavior of a One-Sixth Scale Wood-Framed Resi- Lee, Won-Suk Jang, and Miroslaw J. Moradi, James S. Davidson, and Robert J. dential Structure under Wave Loading — Jebe- Skibniewski; 23 (3), 181-9 (2009). Dinan; 23 (2), 72-80 (2009) diah S. Wilson, Rakesh Gupta, John W. van de Jiang, Yi Dogangun, Adem Lindt, Milo Clauson, and Rachel Garcia; 23 (5), Evaluation of Pavement Friction Performance on Cause of Damage and Failures in Silo Structures 336-45 (2009). Interchange Ramps at Network Level Shuo Adem Dogangun, Zeki Karaca, Ahmet Durmus, Giroux, Raymond Paul Li, Karen Zhu, Samy Noureldin, and Yi Jiang; 23 and Halil Sezen; 23 (2), 65-71 (2009) Relevance of Roebling Raymond Paul Giroux; (2), 109-14 (2009). Domanic¢, Arman 23 (1), 2-4 (2009). Jones, Jessie X. Vibration Characteristics of Kémiirhan Highway Gupta, Rakesh Retrofitting Precast Bridge Beams with Carbon Bridge Constructed with Balanced Cantilever Behavior of a One-Sixth Scale Wood-Framed Resi- Fiber-Reinforced Polymer Strips for Shear Method — Alemdar Bayraktar, Ahmet Can Altu- dential Structure under Wave Loading — Jebe- Capacity — Stephan A. Durham, Ernest Heyms- nisik, Baris Sevim, Temel Tiirker, Arman diah S. Wilson, Rakesh Gupta, John W. van de field, and Jessie X. Jones: 23 (4), 219-26 (2009). Domanig, and Yavuzhan Tas: 23 (2), 90-9 Lindt, Milo Clauson, and Rachel Garcia; 23 (5), Karaca, Zeki (2009). 336-45 (2009). Cause of Damage and Failures in Silo Structures — Durham, Stephan A. Harkiolakis, N. Adem Dogangun. Zeki Karaca, Ahmet Durmus, Retrofitting Precast Bridge Beams with Carbon Life Expectancy Evaluation of the Wood Poles and Halil Sezen: 23 (2), 65-71 (2009). Fiber-Reinforced Polymer Strips for Shear Which Support the Hellenic Electrical Distribu- Karamousantas, D. Ch. Capacity — Stephan A. Durham, Ernest Heyms- tion Network — C. A. Christodoulou, L. Ekono- Life Expectancy Evaluation of the Wood Poles field, and Jessie X. Jones; 23 (4), 219-26 (2009). mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Which Support the Hellenic Electrical Distribu- Durmus, Ahmet amousantas, D. §. Oikonomou, N. Harkiolakis, tion Network — C. A. Christodoulou, L. Ekono- Cause of Damage and Failures in Silo Structures — G. E. Chatzarakis, and L. A. Stathopulos; 23 (5), mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Adem Dogangun, Zeki Karaca, Ahmet Durmus, 314-9 (2009). amousantas, D. S. Oikonomou, N. Harkiolakis, and Halil Sezen; 23 (2), 65-71 (2009). Hasgul, Umut G. E. Chatzarakis, and I. A. Stathopulos; 23 (5), Dymond, Benjamin Z. Investigation of Effects of Nonlinear Static Analy- 314-9 (2009). Inspecting the Lightweight Precast Concrete Panels sis Procedures to Performance Evaluation on Keatley, David in the Woodrow Wilson Bridge Deck of 1982 — Low-Rise RC Buildings — Erdal Irtem and Pennsylvania Thermoplastic Pipe Deep Burial Benjamin Z. Dymond, Susan E. Bowers, Carin Umut Hasgul; 23 (6), 456-66 (2009). Project: 20th Year Investigations — Shad M. L. Roberts-Wollmann, Thomas E. Cousins, and Hastings, J. S. Sargand, Teruhisa Masada, and David Keatley; Andrea J. Schokker; 23 (6), 382-90 (2009). Monitoring Steel Girder Stability for Safer Bridge 23 (4), 262-8 (2009). Edwards, David J. Erection — Q. Zhao, B. Yu, E. G. Burdette, and Kim, Jinkoo Divergence or Congruence? A Path Model of Re- J. S. Hastings: 23 (6), 391-8 (2009). Investigation of Progressive Collapse-Resisting work for Building and Civil Engineering Heymsfield, Ernest Capability of Steel Moment Frames Using Push- Projects — Peter E. D. Love, David J. Edwards, Retrofitting Precast Bridge Beams with Carbon Down Analysis — Taewan Kim, Jinkoo Kim, Jim Smith, and Derek H. T. Walker; 23 (6), 480-8 Fiber-Reinforced Polymer Strips for Shear and Junhee Park; 23 (5), 327-35 (2009). (2009). Capacity — Stephan A. Durham, Ernest Heyms- Kim, Taewan field, and Jessie X. Jones: 23 (4), 219-26 (2009). Investigation of Progressive Collapse-Resisting Ekonomou, L. Hodhod, Hossam Capability of Steel] Moment Frames Using Push- Life Expectancy Evaluation of the Wood Poles Finite-Element Model Tuning of Global Modes of Down Analysis — Taewan Kim, Jinkoo Kim, Which Support the Hellenic Electrical Distribu- a Grandstand Structure Using Ambient Vibra- and Junhee Park; 23 (5), 327-35 (2009). tion Network — C. A. Christodoulou, L. Ekono- tion Testing — Ghada Saudi, Paul Reynolds, Kim, Yail J. mou, K. A. Stefanou, G. P. Fotis, D. Ch. Kar- Mohammed Zaki, and Hossam Hodhod; 23 (6), Recent Advances in Performance Evaluation and amousantas, D. S. Oikonomou, N. Harkiolakis, 467-79 (2009). Flexural Response of Existing Bridges — Yail J. G. E. Chatzarakis, and I. A. Stathopulos: 23 (5), Hong, Feng Kim, Rusmir Tanovic, and R. Gordon Wight; 23 314-9 (2009). Investigation of Settlement of a Jointed Concrete (3), 190-200 (2009). El-Dakhakhni, W. W. Pavement — Dar-Hao Chen, Moon Won, and Lee, Chulho Vulnerability Screening and Capacity Assessment Feng Hong; 23 (6), 440-6 (2009). Case Study of Subsidence in Interstratified Sedi- of Reinforced Concrete Columns Subjected to Huang, Ming mentary Bedrock: Parking Garage Distress In- Blast — W. W. El-Dakhakhni, W. F. Mekky, and Monitoring and Analysis of Shanghai Pudong Sea- vestigation and Remediation — Hangseok Choi, S. H. Changiz-Rezaei; 23 (5), 353-65 (2009). wall Performance — Ming Huang and Jun Liu; Chulho Lee, and Lynton L. Price; 23 (3), 160-5 Fahmy, Mohamed 23 (6), 399-405 (2009). (2009). Forecasting the Remaining Useful Life of Cast Iron Huckelbridge, Arthur A., Jr. Lee, Yong-Seon Water Mains — Mohamed Fahmy and Osama Investigation of the Dayton, Ohio, IR 75 Sign Truss Noise Evaluation for Pavement Maintenance in Moselhi; 23 (4), 269-75 (2009). Failure of September 11, 2006 — Arthur A. Metropolitan Highway Bridges — Yong-Seon Farran, Mazen Huckelbridge Jr., and Andrew T. Metzger; 23 Lee, Won-Suk Jang, and Miroslaw J. Comparative Analysis of Life-Cycle Costing for (5), 372-8 (2009). Skibniewski; 23 (3), 181-9 (2009). Rehabilitating Infrastructure Systems — Mazen Irfanoglu, Ayhan Léger, Pierre Farran and Tarek Zayed: 23 (5), 320-6 (2009). Performance of Template School Buildings during Seasonal Thermal Displacements of Gravity Dams 500 / JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / NOVEMBER/DECEMBER 2009