This collection contains 316 papers presented at the 2009 Structures Congress, held in Austin, Texas, April 30-May 2, 2009.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | Bridge and Transportation Structures 1 Bridge Design Practice 183A Turnpike: A Design-Build Success Story <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | Effectiveness of Bent Plate Connection for End Cross-Frames in Skewed Steel Bridges <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | Safety Issues for Performance Based Design of High-Speed MAGLEV Guideway Structures <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | Trapezoidal Steel Box Girder Design for Spur 366 Extension Project <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | Design and Analysis of Bridges A Novel Approach to Analyze Existing Bridges Efficiently <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | Numerical Investigation of River Ice-Bridge Pier Interaction <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | Three-Dimensional Wind Correlation: Estimations from In Situ Measurements <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | Bridge Construction Issues A Method to Calculate Rotational Deformations of Curved Plate Girders during Lifting <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | Construction Control of a Self-Anchored Suspension Bridge with Space Reticulate Cable <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | Rehabilitating a Historic Wooden Covered Bridge to Carry Modern Truck Loads with No Visual Impacts to the Structure <\/td>\n<\/tr>\n | ||||||
| 133<\/td>\n | Bridge Monitoring and Serviceability Finite Element Model Updating of Scale Bridge Model Using Measured Modal Response Data <\/td>\n<\/tr>\n | ||||||
| 143<\/td>\n | Structural Health Monitoring of Bridges: Fundamentals, Application Case Study, and Organizational Considerations <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | Structural Identification of Bridges to Assess Safety and Performance <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | Innovations in Bridge Structural Design Field Measurements on Steel Girder Bridge with Skewed Supports Utilizing Lean-On Bracing <\/td>\n<\/tr>\n | ||||||
| 170<\/td>\n | Forty Foot Pedestrian Bridge\u2014Aesthetics Integral to Structure, Towamencin Township, PA <\/td>\n<\/tr>\n | ||||||
| 180<\/td>\n | Featured Bridges in Texas Current State of Segmental Bridge Design \/ Construction in Texas <\/td>\n<\/tr>\n | ||||||
| 190<\/td>\n | Lake Lewisville Passage Span Bridge <\/td>\n<\/tr>\n | ||||||
| 199<\/td>\n | Margaret Hunt Hill (Woodall Rodgers) Bridge <\/td>\n<\/tr>\n | ||||||
| 209<\/td>\n | Bridge Superstructure Analysis FEM Analysis and Field Vibration Testing of a Multispan Curved Girder Bridge <\/td>\n<\/tr>\n | ||||||
| 218<\/td>\n | Rolling Tire Functions for Finite Element Models <\/td>\n<\/tr>\n | ||||||
| 228<\/td>\n | Safety Evaluation of Seismic Behaviour of the Bill Emerson Memorial Cable-Stayed Bridge <\/td>\n<\/tr>\n | ||||||
| 238<\/td>\n | Secondary Moments of Continuous Prestressed Concrete Beams Using Closed Form Equation <\/td>\n<\/tr>\n | ||||||
| 248<\/td>\n | Bridge Substructures Analysis Curved Integral Abutment Bridges\u2014Thermal Response Predictions through Finite Element Analysis <\/td>\n<\/tr>\n | ||||||
| 258<\/td>\n | Non-Linear Finite Element Analysis of RC Bridge Columns Using the Softened Membrane Model <\/td>\n<\/tr>\n | ||||||
| 268<\/td>\n | Seismic Design and Ductility Evaluation of Partially Concrete-Filled Steel Box Columns <\/td>\n<\/tr>\n | ||||||
| 278<\/td>\n | Bridge Material Issues Mechanical Properties of Hot-Dip Galvanized Steel <\/td>\n<\/tr>\n | ||||||
| 284<\/td>\n | Metal Straps as Soil Reinforcement on Full Height Abutments <\/td>\n<\/tr>\n | ||||||
| 294<\/td>\n | On the Effect of Ductility of Confining Material on Concrete Ductility <\/td>\n<\/tr>\n | ||||||
| 305<\/td>\n | Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones <\/td>\n<\/tr>\n | ||||||
| 315<\/td>\n | Safety of Bridges Central Artery \/ Tunnel Project-Wide Post-Tensioning Tendon Grout Void Assessment <\/td>\n<\/tr>\n | ||||||
| 325<\/td>\n | Evaluation of Behavior of a Laterally Loaded Bridge Pile Group under Scour Conditions <\/td>\n<\/tr>\n | ||||||
| 335<\/td>\n | Saving Our Infrastructures <\/td>\n<\/tr>\n | ||||||
| 340<\/td>\n | Seismic Vulnerability of Bridges Susceptible to Spatially Distributed Soil Liquefaction Hazards <\/td>\n<\/tr>\n | ||||||
| 350<\/td>\n | Bridge and Transportation Structures 2 Historic Bridge Preservation: State Programs and Case Studies Conversion of the 1.25 Mile Long Poughkeepsie-Highland Railroad Bridge into a Multi- Use State Park Using the Public-Private Partnership Process <\/td>\n<\/tr>\n | ||||||
| 359<\/td>\n | Minnesota’s Preservation of State-Owned Historic Bridges for Long-Term Transportation Use <\/td>\n<\/tr>\n | ||||||
| 368<\/td>\n | Preserving Historic Bridges: Strategies to Overcome Obsolescence <\/td>\n<\/tr>\n | ||||||
| 378<\/td>\n | Rehabilitation of the Historic Hays Street Viaduct in San Antonio, Texas <\/td>\n<\/tr>\n | ||||||
| 386<\/td>\n | Rehabilitation of Historic Bridges: Examples from Practice Rehabilitation of the Beveridge Suspension Bridge <\/td>\n<\/tr>\n | ||||||
| 396<\/td>\n | Ultrasonic Study at Cimarron Narrow-Gauge Railroad Bridge <\/td>\n<\/tr>\n | ||||||
| 406<\/td>\n | Kings Covered Bridge Rehabilitation, Somerset County, PA <\/td>\n<\/tr>\n | ||||||
| 416<\/td>\n | Retrofit Railings for Historic Metal Truss Bridges <\/td>\n<\/tr>\n | ||||||
| 426<\/td>\n | The Role of Structural Identification in Infrastructure Decision Making Experiences in Testing and Modeling for Bridge Maintenance and Rehabilitation <\/td>\n<\/tr>\n | ||||||
| 432<\/td>\n | Parametric Bootstrap for System Identification of a Scaled Reinforced Concrete Bridge <\/td>\n<\/tr>\n | ||||||
| 441<\/td>\n | Accounting for the Impact of Thermal Loads in Nondestructive Bridge Testing <\/td>\n<\/tr>\n | ||||||
| 451<\/td>\n | Structural Identification of Various Constructed Systems to Inform Decisions <\/td>\n<\/tr>\n | ||||||
| 457<\/td>\n | The FHWA’s Long Term Bridge Performance (LTBP) Program: Organization, Teambuilding, Direction Development of Data Infrastructure for the Long Term Bridge Performance Program <\/td>\n<\/tr>\n | ||||||
| 466<\/td>\n | Long Term Bridge Performance Program: Identifying Long Term Bridge Performance Data Priorities <\/td>\n<\/tr>\n | ||||||
| 474<\/td>\n | LTBP Bridge Monitoring, Testing, and Instrumentation <\/td>\n<\/tr>\n | ||||||
| 481<\/td>\n | Meeting LTBP Program Objectives through Periodical Bridge Condition Monitoring by Nondestructive Evaluation <\/td>\n<\/tr>\n | ||||||
| 491<\/td>\n | Use of Risk and Reliability in Bridge Inspection Relative Risk Assessment of Cable-Supported Structures <\/td>\n<\/tr>\n | ||||||
| 501<\/td>\n | Risk-Based Bridge Evaluations\u2014A Texas Perspective <\/td>\n<\/tr>\n | ||||||
| 507<\/td>\n | Inspection and Maintenance of Bridges A Comparison of AASHTO Bridge Load Rating Methods <\/td>\n<\/tr>\n | ||||||
| 515<\/td>\n | Creating a Bridge Inspection Program <\/td>\n<\/tr>\n | ||||||
| 520<\/td>\n | Managing Premature Concrete Deterioration in Bridges <\/td>\n<\/tr>\n | ||||||
| 526<\/td>\n | The Changing World of Underwater Bridge Inspections <\/td>\n<\/tr>\n | ||||||
| 533<\/td>\n | Cable Supported Bridges Luling Bridge Stay Cable Replacement <\/td>\n<\/tr>\n | ||||||
| 543<\/td>\n | Newport \/ Pell Bridge Main Cable Investigation and Anchorage Dehumidification <\/td>\n<\/tr>\n | ||||||
| 553<\/td>\n | Replacing Stay-Cables of the Rhine River Bridge Rheinbr\u00c3\u00bccke Flehe without Traffic Interruption <\/td>\n<\/tr>\n | ||||||
| 563<\/td>\n | Stay Cable Vibration Testing at the Leonard P. Zakim Bunker Hill Memorial Bridge <\/td>\n<\/tr>\n | ||||||
| 572<\/td>\n | Bridge Vulnerability to Extreme Hazards A Probabilistic Model for the Estimation of Shear Capacity of Bridge Piers Subjected to Dynamic Loading <\/td>\n<\/tr>\n | ||||||
| 582<\/td>\n | Multi-Hazard Consideration of Seismic and Aging Threats to Bridges <\/td>\n<\/tr>\n | ||||||
| 592<\/td>\n | Storm Surge and Wave Loading on Bridge Superstructures <\/td>\n<\/tr>\n | ||||||
| 602<\/td>\n | Buildings Structural Design Performance and Serviceability Enhancing the Structural Performance of a Slender Residential Tower Using Supplemental Damping System <\/td>\n<\/tr>\n | ||||||
| 612<\/td>\n | Floor Response Spectra for Frame Buildings under Ultimate and Serviceability Limit States <\/td>\n<\/tr>\n | ||||||
| 622<\/td>\n | Performance-Based Design for Motion Control of a Supertall Tower <\/td>\n<\/tr>\n | ||||||
| 634<\/td>\n | Probabilistic Assessment of Occupant Comfort in Tall Buildings <\/td>\n<\/tr>\n | ||||||
| 644<\/td>\n | The Direct Analysis Method: Recent Developments and Applications Direct Analysis Method Case Study\u2014Addressing Stability for the Russia Tower <\/td>\n<\/tr>\n | ||||||
| 654<\/td>\n | Interface of the Direct Analysis Method and Seismic Design <\/td>\n<\/tr>\n | ||||||
| 662<\/td>\n | Three-Dimensional Verification and Application of the Direct Analysis Approach <\/td>\n<\/tr>\n | ||||||
| 667<\/td>\n | Structural Fire Resistance Design I Effect of Restraint Force Location on the Response of Steel Beams Exposed to Fire <\/td>\n<\/tr>\n | ||||||
| 677<\/td>\n | Modified Connection Details for Single Plate Steel Connections under Fire <\/td>\n<\/tr>\n | ||||||
| 685<\/td>\n | Numerical Study of the Fire Resistance of Steel Columns in Axial Compression and Uniform Bending <\/td>\n<\/tr>\n | ||||||
| 695<\/td>\n | Stress-Strain Relationships for Concrete at Elevated Temperatures <\/td>\n<\/tr>\n | ||||||
| 705<\/td>\n | Structural Fire Resistance Design II Behavior of High Strength Concrete Columns under Design Fire Scenarios <\/td>\n<\/tr>\n | ||||||
| 715<\/td>\n | Simple Approach for Calculating Inelastic Deflections of Simply Supported Steel Beams under Fire <\/td>\n<\/tr>\n | ||||||
| 722<\/td>\n | Stability Behavior of Steel Building Structures with Perimeter MRFs under Fire Loading Effects <\/td>\n<\/tr>\n | ||||||
| 732<\/td>\n | Advances in Wind Engineering Practice and Research for Tall Buildings Effects of Structural and Aerodynamic Couplings on the Dynamic Response of Tall Twin Buildings with a Skybridge <\/td>\n<\/tr>\n | ||||||
| 741<\/td>\n | Wind Engineering for Louisville Museum Plaza <\/td>\n<\/tr>\n | ||||||
| 751<\/td>\n | Wind Engineering Studies for Super-Tall Buildings <\/td>\n<\/tr>\n | ||||||
| 761<\/td>\n | Design and Specification of Cold-Formed Steel for the Practicing Engineer Design and Specification of Standing Seam Roof Panels and Systems <\/td>\n<\/tr>\n | ||||||
| 771<\/td>\n | Design and Specification of Metal Studs <\/td>\n<\/tr>\n | ||||||
| 781<\/td>\n | Collapse Prevention Design of Steel Buildings for Moderate Seismic Regions I: Connections Origins of R=3 <\/td>\n<\/tr>\n | ||||||
| 791<\/td>\n | Cyclic Behavior and Performance of Beam-Column Connections in Concentrically Braced Frames <\/td>\n<\/tr>\n | ||||||
| 799<\/td>\n | Vertical Bracing Connections for Moderate Seismic Demands <\/td>\n<\/tr>\n | ||||||
| 809<\/td>\n | Collapse Prevention Design of Steel Buildings for Moderate Seismic Regions II: Systems Building Design for Moderate Seismic Regions <\/td>\n<\/tr>\n | ||||||
| 819<\/td>\n | Eccentric Braced Frame Design for Moderate Seismic Regions <\/td>\n<\/tr>\n | ||||||
| 829<\/td>\n | Seismic Performance of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions <\/td>\n<\/tr>\n | ||||||
| 839<\/td>\n | Steel-Framed Rocking Structural Systems for Moderate Seismic Zones <\/td>\n<\/tr>\n | ||||||
| 848<\/td>\n | Research Advances 1 Functionally Upgraded Passive Devices I Definition and Examples of Functionally Upgraded Passive Devices <\/td>\n<\/tr>\n | ||||||
| 856<\/td>\n | Effectiveness of Partial Isolation of Bridges for Improving Column Performance <\/td>\n<\/tr>\n | ||||||
| 866<\/td>\n | Fundamental Frequency of Water Sloshing Waves in a Sloped-Bottom Tank as Tuned Liquid Damper <\/td>\n<\/tr>\n | ||||||
| 876<\/td>\n | Seismic Isolators of Variable Stiffness for Earthquakes with Strong Long-Period Components <\/td>\n<\/tr>\n | ||||||
| 885<\/td>\n | Functionally Upgraded Passive Devices II Structural Control Using Functionally Upgraded Spring-Damper Isolator Having Integral Gapping Elements <\/td>\n<\/tr>\n | ||||||
| 895<\/td>\n | Experimental Study on the Seismic Performance of a Large-Scale TLD Model with Sloped Bottoms <\/td>\n<\/tr>\n | ||||||
| 905<\/td>\n | Variation of Supplemental Stiffness and Damping Using Adjustable Passive Fluid Spring and Damper in Scissor Jack System <\/td>\n<\/tr>\n | ||||||
| 913<\/td>\n | Non Building and Special Structures 1 Design of Tensioned Fabric Structures “Archineering” Trends for Tensioned Fabric Structures <\/td>\n<\/tr>\n | ||||||
| 919<\/td>\n | Design of Connections for Tensioned Fabric Structures <\/td>\n<\/tr>\n | ||||||
| 929<\/td>\n | Loading Considerations for Tensioned Fabric Structures <\/td>\n<\/tr>\n | ||||||
| 934<\/td>\n | Modeling of Tensioned Fabric Structures <\/td>\n<\/tr>\n | ||||||
| 944<\/td>\n | Tensile Membrane Structures Architectural Membranes Used for Tensile Membrane Structures <\/td>\n<\/tr>\n | ||||||
| 951<\/td>\n | Structural Fabric Tear Propagation <\/td>\n<\/tr>\n | ||||||
| 955<\/td>\n | Design Options for Heavy Industrial Structures Buckling Restrained Braced Frame Application for a Power Plant <\/td>\n<\/tr>\n | ||||||
| 963<\/td>\n | Design of Modular Composite Walls Subjected to Thermal and Mechanical Loading <\/td>\n<\/tr>\n | ||||||
| 971<\/td>\n | Use of Concrete Filled Tube (CFT) Vertical Braces in a Moderate \/ High Seismic Area <\/td>\n<\/tr>\n | ||||||
| 979<\/td>\n | Concrete Cooling Towers From Cooling Towers to Chimneys of Solar Upwind Power Plants <\/td>\n<\/tr>\n | ||||||
| 989<\/td>\n | New German Natural Draft Cooling Towers for High-Efficient Power Generation <\/td>\n<\/tr>\n | ||||||
| 999<\/td>\n | Design and Evaluation of Concrete Industrial Chimneys An Investigation on Seismic Resistance of Reinforced Concrete Industrial Chimneys <\/td>\n<\/tr>\n | ||||||
| 1007<\/td>\n | Evaluation of Concrete Chimneys Designed According to ACI 307 Standard <\/td>\n<\/tr>\n | ||||||
| 1017<\/td>\n | The New ACI 307-08 Chimney Code\u2014Seismic Design Requirements <\/td>\n<\/tr>\n | ||||||
| 1029<\/td>\n | Nonlinear Analysis of a Collapsed Reinforced Concrete Chimney <\/td>\n<\/tr>\n | ||||||
| 1035<\/td>\n | Seismic Design and Analysis of Special Structures Seismic Behavior Considerations for Jumbo Container Cranes <\/td>\n<\/tr>\n | ||||||
| 1045<\/td>\n | Seismic Hazard Mitigation of Wine Barrel Stacks <\/td>\n<\/tr>\n | ||||||
| 1055<\/td>\n | Simplified Dynamic Analysis Methods for Guyed Telecommunication Masts under Seismic Excitation <\/td>\n<\/tr>\n | ||||||
| 1065<\/td>\n | Local Research Highlights of Research in Texas\u2014Concrete Structures Experimental Investigation of Full-Depth Precast Overhang Panels for Concrete Bridge Decks <\/td>\n<\/tr>\n | ||||||
| 1074<\/td>\n | Mechanical Properties of Steel Fiber Reinforced Concrete Beams <\/td>\n<\/tr>\n | ||||||
| 1084<\/td>\n | Shear Capacity of Large-Scale Bridge Bent Specimens Subject to Alkali-Silica Reaction and Delayed Ettringite Formation <\/td>\n<\/tr>\n | ||||||
| 1093<\/td>\n | Shear Strength of Steel Fiber Reinforced Prestressed Concrete Beams <\/td>\n<\/tr>\n | ||||||
| 1102<\/td>\n | Elevated Temperature Properties of ASTM A992 Steel <\/td>\n<\/tr>\n | ||||||
| 1112<\/td>\n | Highlights of Research in Texas\u2014Performance Based Design, Loss, and Damage Assessment Loss Model for Seismically Damaged Structures <\/td>\n<\/tr>\n | ||||||
| 1122<\/td>\n | NSF NEES Small-Group Project on Performance-Based Design of Masonry and Masonry Veneer <\/td>\n<\/tr>\n | ||||||
| 1132<\/td>\n | Realtime Damage Detection in Buildings Using Filter Based Radial Basis Function Network Mapping <\/td>\n<\/tr>\n | ||||||
| 1142<\/td>\n | Research Advances 2 Blast to Progressive Collapse\u2014Component vs. System Analysis and Design Developing Rational and Efficacious Blast-Resistant Design Methodologies <\/td>\n<\/tr>\n | ||||||
| 1152<\/td>\n | Localized Damage Effects on Building Robustness <\/td>\n<\/tr>\n | ||||||
| 1161<\/td>\n | Methodologies for Progressive Collapse Analysis <\/td>\n<\/tr>\n | ||||||
| 1171<\/td>\n | Blast Response of Walls Blast Design of Stay-in-Place PVC-Formed Concrete Walls <\/td>\n<\/tr>\n | ||||||
| 1177<\/td>\n | Blast Response of Conventional and High Performance Reinforced Concrete Panels <\/td>\n<\/tr>\n | ||||||
| 1186<\/td>\n | Load-Impulse Diagrams for Protected Facility Assessment <\/td>\n<\/tr>\n | ||||||
| 1197<\/td>\n | Response and Analyses of Multi-Wythe Insulated Masonry Walls to Out-of-Plane Dynamic Pressure <\/td>\n<\/tr>\n | ||||||
| 1207<\/td>\n | Research Advances 3 Health Monitoring and Sensor Networks Blind Identification of Civil Structures <\/td>\n<\/tr>\n | ||||||
| 1216<\/td>\n | Modal Identification and Damage Detection for Structural Health Monitoring under Ambient Vibration Environment <\/td>\n<\/tr>\n | ||||||
| 1226<\/td>\n | Modal Parameter Identification of MDOF Structures Based on Vibration Test <\/td>\n<\/tr>\n | ||||||
| 1236<\/td>\n | Development of Quasi-Static Loading Protocols for Drift-Sensitive Nonstructural Building Components <\/td>\n<\/tr>\n | ||||||
| 1244<\/td>\n | FEM Analysis of Interaction Effects of 3-D RC Members Subjected to Multi-Directional Cyclic Loading <\/td>\n<\/tr>\n | ||||||
| 1254<\/td>\n | Fundamental, Analytical, and Theoretical Advances Gusset Plate Connections in Concentrically Braced Steel Structures <\/td>\n<\/tr>\n | ||||||
| 1264<\/td>\n | Optimization in Structural Analysis and Design <\/td>\n<\/tr>\n | ||||||
| 1274<\/td>\n | Resistance Definition for Membrane Retrofit Concrete Masonry Walls Subjected to Blast <\/td>\n<\/tr>\n | ||||||
| 1284<\/td>\n | Existing Buildings 1 Extreme Event Loading A Fiber-Based Heat Transfer Element for Modeling the Thermal Response of Structural Members Subjected to Fire <\/td>\n<\/tr>\n | ||||||
| 1294<\/td>\n | Dynamic Energy Based Method for Progressive Collapse Analysis <\/td>\n<\/tr>\n | ||||||
| 1304<\/td>\n | Modeling Performance of Residential Wood Frame Structures Subjected to Hurricane Storm Surge <\/td>\n<\/tr>\n | ||||||
| 1312<\/td>\n | Response of Concrete Masonry Walls to Simulated Blast Loads <\/td>\n<\/tr>\n | ||||||
| 1322<\/td>\n | Design of Buildings for Extreme Loads Anatomy of Damage to Coastal Construction: A Multi-Hazard Perspective <\/td>\n<\/tr>\n | ||||||
| 1332<\/td>\n | Blast Performance of Prestressed Concrete Panels <\/td>\n<\/tr>\n | ||||||
| 1342<\/td>\n | Common Misconceptions in Determining Wind\/Water Damage Causation <\/td>\n<\/tr>\n | ||||||
| 1352<\/td>\n | Energy Limit States and Maximum Mullion End Rotations for Nearly-Conventional Curtain Walls Subjected to Extreme Out-of-Plane Loads <\/td>\n<\/tr>\n | ||||||
| 1362<\/td>\n | Buildings \/ Research Advances 4 Seismic Design of Concrete Structures Effects of Loading Parameters on the Behavior of Unbonded Post-Tensioning Strand\/Anchorage Systems in Seismic Regions <\/td>\n<\/tr>\n | ||||||
| 1372<\/td>\n | Experimental Evaluation of Post-Tensioned Precast Concrete Coupling Beams <\/td>\n<\/tr>\n | ||||||
| 1382<\/td>\n | Seismic Damage Evaluation for Low-Rise RC School Buildings in Taiwan <\/td>\n<\/tr>\n | ||||||
| 1392<\/td>\n | Seismic Design of Steel Structures Comparative Study of Bolted versus Welded SCBF Connections <\/td>\n<\/tr>\n | ||||||
| 1399<\/td>\n | Earthquake Simulations on a Self-Centering Steel Moment Resisting Frame with Web Friction Devices <\/td>\n<\/tr>\n | ||||||
| 1409<\/td>\n | Role of Yield Mechanism Selection on Seismic Behavior of Steel Moment Frames Designed by Performance-Based Plastic Method <\/td>\n<\/tr>\n | ||||||
| 1418<\/td>\n | Seismic Fragility of Structures with Protective Systems Analytical Fragility Models for Box Girder Bridges with and without Protective Systems <\/td>\n<\/tr>\n | ||||||
| 1428<\/td>\n | Energy-Based Seismic Fragility Analysis of Actively Controlled Structures <\/td>\n<\/tr>\n | ||||||
| 1438<\/td>\n | Seismic Performance and Retrofit for Tilt-Up Concrete Buildings in Mid-America <\/td>\n<\/tr>\n | ||||||
| 1447<\/td>\n | New Options for Lateral Resistance Systems in Steel Buildings An Overview of Self-Centering Steel Moment Frames <\/td>\n<\/tr>\n | ||||||
| 1456<\/td>\n | Design Concepts for Damage-Free Seismic-Resistant Self-Centering Steel Concentrically Braced Frames <\/td>\n<\/tr>\n | ||||||
| 1466<\/td>\n | Design of Lateral Load Resisting Frames Using Steel Joists and Joist Girders <\/td>\n<\/tr>\n | ||||||
| 1482<\/td>\n | Lateral Resistance Using Steel Slit Panel Frames (SSPFs) <\/td>\n<\/tr>\n | ||||||
| 1487<\/td>\n | Tall Buildings Challenges of Designing Super Tall Buildings with Current Technologies 555m Tall Lotte Super Tower, Seoul, Korea <\/td>\n<\/tr>\n | ||||||
| 1497<\/td>\n | Russia Tower: Design Challenges <\/td>\n<\/tr>\n | ||||||
| 1506<\/td>\n | The Challenges in Designing the World’s Tallest Structure: The Burj Dubai Tower <\/td>\n<\/tr>\n | ||||||
| 1516<\/td>\n | Integrated Design of Tall Buildings: Recent Trends and Perspectives Integrated Architectural Design <\/td>\n<\/tr>\n | ||||||
| 1520<\/td>\n | Integrated Design: Everything Matters\u2014The Development of Burj Dubai and the New Beijing Poly Plaza <\/td>\n<\/tr>\n | ||||||
| 1530<\/td>\n | Concrete and Masonry Structures New Developments for Practical Analysis and Design of Structural Concrete Frame Connections A Practical Model for Beam-Column Connection Behavior in Reinforced Concrete Frames <\/td>\n<\/tr>\n | ||||||
| 1540<\/td>\n | Headed Reinforcement Applications for Reinforced Concrete Beam-Column Connections <\/td>\n<\/tr>\n | ||||||
| 1550<\/td>\n | Lateral Drift Limits for Structural Concrete Slab-Column Connections Including Shear Reinforcement Effects <\/td>\n<\/tr>\n | ||||||
| 1560<\/td>\n | Performance and Design of Eccentric Reinforced Concrete Beam-Column Connections Subjected to Seismic Lateral Load Reversals <\/td>\n<\/tr>\n | ||||||
| 1569<\/td>\n | Exploring Allowable Stresses in Prestressed Concrete Design? What is Necessary? Allowable Tensile Stress Limit at Prestress Transfer <\/td>\n<\/tr>\n | ||||||
| 1579<\/td>\n | Effects of Increasing the Allowable Compressive Stress at Prestress Transfer <\/td>\n<\/tr>\n | ||||||
| 1589<\/td>\n | Fatigue Durability of Partially Post-Tensioned Concrete Members <\/td>\n<\/tr>\n | ||||||
| 1599<\/td>\n | ACI 318\u2014Structural Concrete Building Code Reorganization ACI 318 Building Code\u2014The Time is Right for Reorganization <\/td>\n<\/tr>\n | ||||||
| 1604<\/td>\n | Building Consensus: Reorganization of the ACI 318 Building Code for Structural Concrete <\/td>\n<\/tr>\n | ||||||
| 1609<\/td>\n | Member Based Design Using a Reorganized ACI 318 Building Code <\/td>\n<\/tr>\n | ||||||
| 1614<\/td>\n | Size Effects, Conflicting Design Methods, and Other Puzzles in Shear Contribution of Concrete to Shear Resistance <\/td>\n<\/tr>\n | ||||||
| 1622<\/td>\n | Contribution of Stirrups to Shear Resistance <\/td>\n<\/tr>\n | ||||||
| 1630<\/td>\n | Depth Effect in Reinforced Concrete Deep Beams <\/td>\n<\/tr>\n | ||||||
| 1639<\/td>\n | Shear Strength of Members without Transverse Reinforcement <\/td>\n<\/tr>\n | ||||||
| 1647<\/td>\n | Research Advances 5 \/ Codes & Standards 1 Experimental Research Results I A Tracking Error-Based Adaptive Compensation Scheme for Real-Time Hybrid Simulation <\/td>\n<\/tr>\n | ||||||
| 1657<\/td>\n | Characteristics of PVA Fiber-Reinforced Mortars <\/td>\n<\/tr>\n | ||||||
| 1667<\/td>\n | Experimental Determination of the Seismic Response of Port Container Cranes Including Uplift Phenomena <\/td>\n<\/tr>\n | ||||||
| 1674<\/td>\n | Experimental Investigation on Granite Masonry Behavior under Compression <\/td>\n<\/tr>\n | ||||||
| 1683<\/td>\n | Stability Behavior and Design of Steel Columns under Fire Loading <\/td>\n<\/tr>\n | ||||||
| 1693<\/td>\n | Experimental Research Results II A Novel Cable-Enhanced, Wire-Mesh Reinforcement System for Structural Concrete to Improve Its Blast-Resisting Properties <\/td>\n<\/tr>\n | ||||||
| 1697<\/td>\n | Combined Shear and Wind Uplift Resistance of Wood Structural Panel Shearwalls <\/td>\n<\/tr>\n | ||||||
| 1708<\/td>\n | Design of Hybrid Precast Concrete Walls for Seismic Regions <\/td>\n<\/tr>\n | ||||||
| 1718<\/td>\n | Proof of Concept Testing of Cable Bracing System with Rotating Central Energy Dissipater <\/td>\n<\/tr>\n | ||||||
| 1728<\/td>\n | Disproportionate Collapse Symposium Experimental and Computational Assessment of Robustness of Framed Buildings Development of 3D Models of Steel Moment-Frame Buildings for Assessment of Robustness and Progressive Collapse Vulnerability <\/td>\n<\/tr>\n | ||||||
| 1736<\/td>\n | Development of Reduced Structural Models for Assessment of Progressive Collapse <\/td>\n<\/tr>\n | ||||||
| 1743<\/td>\n | Testing and Analysis of Steel Beam-Column Assemblies under Column Removal Scenarios <\/td>\n<\/tr>\n | ||||||
| 1753<\/td>\n | DOD Progressive Collapse Design Requirements Overview of the Revised DOD Progressive Collapse Design Requirements <\/td>\n<\/tr>\n | ||||||
| 1758<\/td>\n | Revision of the Tie Force and Alternate Path Approaches in the DOD Progressive Collapse Design Requirements <\/td>\n<\/tr>\n | ||||||
| 1764<\/td>\n | Development and Application of Linear and Non-Linear Static Approaches in UFC 4-023-03 <\/td>\n<\/tr>\n | ||||||
| 1774<\/td>\n | Discussion of Examples Using the Revised DOD Progressive Collapse Design Requirements <\/td>\n<\/tr>\n | ||||||
| 1784<\/td>\n | Progressive Collapse, Redundancy, and Robustness (International P-C Symposium) A Measure of Lifetime Structural Robustness <\/td>\n<\/tr>\n | ||||||
| 1793<\/td>\n | Evaluating Measures of Structural Robustness <\/td>\n<\/tr>\n | ||||||
| 1801<\/td>\n | Performance as a Measure of Robustness <\/td>\n<\/tr>\n | ||||||
| 1806<\/td>\n | Probabilistic Analysis of Bridge Redundancy <\/td>\n<\/tr>\n | ||||||
| 1816<\/td>\n | Redundancy of Structural Systems Based on Survivor Functions <\/td>\n<\/tr>\n | ||||||
| 1826<\/td>\n | European Research into Progressive Collapse Design-Oriented Approaches for Progressive Collapse Assessment: Load-Factor vs. Ductility-Centred Methods <\/td>\n<\/tr>\n | ||||||
| 1836<\/td>\n | Experimental and Analytical Investigations on the Response of Structural Building Frames Further to a Column Loss <\/td>\n<\/tr>\n | ||||||
| 1846<\/td>\n | Progressive Collapse: Failure Criteria Used in Engineering Analysis <\/td>\n<\/tr>\n | ||||||
| 1856<\/td>\n | Response of End-Plate Joints under Combined Forces <\/td>\n<\/tr>\n | ||||||
| 1866<\/td>\n | ASCE\/SEI Design Guidelines for Mitigation of Disproportionate Collapse in Building Structures Applicability of Prescribed Robustness and Design Approaches to Building Classes for Disproportionate Collapse Resistance <\/td>\n<\/tr>\n | ||||||
| 1876<\/td>\n | Approaches for Design to Resist Disproportionate Collapse <\/td>\n<\/tr>\n | ||||||
| 1881<\/td>\n | Levels of Prescribed Enhanced Robustness for Mitigation of Disproportionate Collapse <\/td>\n<\/tr>\n | ||||||
| 1891<\/td>\n | Risk Assessment to Support Design to Resist Disproportionate Collapse <\/td>\n<\/tr>\n | ||||||
| 1895<\/td>\n | Recent Research on Progressive Collapse Abnormal Loads and Disproportionate Collapse: Risk Mitigation Strategies <\/td>\n<\/tr>\n | ||||||
| 1903<\/td>\n | Behavior of Varied Steel Frame Connection Types Subjected to Air Blast, Debris Impact, and\/or Post-Blast Progressive Collapse Load Conditions <\/td>\n<\/tr>\n | ||||||
| 1913<\/td>\n | Evaluation of an Existing Steel Frame Building against Progressive Collapse <\/td>\n<\/tr>\n | ||||||
| 1921<\/td>\n | Progressive Collapse Nomenclature <\/td>\n<\/tr>\n | ||||||
| 1931<\/td>\n | Disproportionate Collapse Research Needs Disproportionate Collapse Research Needs <\/td>\n<\/tr>\n | ||||||
| 1943<\/td>\n | Disproportionate Collapse: The Futility of Using Nonlinear Analysis <\/td>\n<\/tr>\n | ||||||
| 1953<\/td>\n | Existing Buildings 2 \/ International Computing Technologies for Structural Identification\u2014Wireless Technologies and Earthquake Engineering A Time-Domain Covariance-Based Parameter Estimation Method for Torsional Shear Buildings <\/td>\n<\/tr>\n | ||||||
| 1963<\/td>\n | Application of a Time-Domain Local Identification Methodology to Compact Analysis of Continuous and Complete Structural Response Data <\/td>\n<\/tr>\n | ||||||
| 1973<\/td>\n | Effects of the Structural Identification on the Appearance of Multiple Solutions in Model Updating <\/td>\n<\/tr>\n | ||||||
| 1980<\/td>\n | Updating Structural Properties Using Modal Parameters Considering Measurement Errors <\/td>\n<\/tr>\n | ||||||
| 1989<\/td>\n | Case Studies for the Assessment and Restoration of Existing Building Structures Assessment and Restoration of Post-Tensioned Buildings\u2014Parking Ramp Structures <\/td>\n<\/tr>\n | ||||||
| 1999<\/td>\n | Repair of Three-Story Residential Condominium in Lake Oswego, Oregon <\/td>\n<\/tr>\n | ||||||
| 2010<\/td>\n | Repair of Concrete Elements Using Externally Bonded Reinforcement: 30 Year History <\/td>\n<\/tr>\n | ||||||
| 2018<\/td>\n | Second Avenue Subway Project, New York\u2014Reconstructing Existing Buildings for New Station Entrances <\/td>\n<\/tr>\n | ||||||
| 2026<\/td>\n | Structural and Environmental Stabilization of a Historic Wood-Framed Museum <\/td>\n<\/tr>\n | ||||||
| 2035<\/td>\n | Restoration and Repair of Existing Buildings A Case Study on the Use of Advanced Fiberwrap Composites for the Structural Rehabilitation of Prestressed Structural Elements <\/td>\n<\/tr>\n | ||||||
| 2043<\/td>\n | Elastic Buckling Finite Strip Analysis of the AISC Sections Database and Proposed Local Plate Buckling Coefficients <\/td>\n<\/tr>\n | ||||||
| 2053<\/td>\n | Repair of Pile Cap Foundations Using Strut-and-Tie Models <\/td>\n<\/tr>\n | ||||||
| 2061<\/td>\n | Research Advances 6 \/ Non Building Special Structures 2 Influence of Composite Beams and Floors on System Behavior under Extreme Loads Behavior of Floor Systems under Realistic Fire Loading <\/td>\n<\/tr>\n | ||||||
| 2071<\/td>\n | Rotation and Strength Demands for Simple Connections to Support Large Vertical Deflections <\/td>\n<\/tr>\n | ||||||
| 2081<\/td>\n | Modeling Structural Collapse Including Floor Slab Contributions <\/td>\n<\/tr>\n | ||||||
| 2090<\/td>\n | Blast Protection against Industrial Explosions A Case Study in Analyzing the Response of Structures to a Jet Fuel Vapor-Phase Explosion <\/td>\n<\/tr>\n | ||||||
| 2099<\/td>\n | Comprehensive Component Based Screening Curve Library <\/td>\n<\/tr>\n | ||||||
| 2110<\/td>\n | Blast Analysis and Retrofit of Structures in Industrial Facilities <\/td>\n<\/tr>\n | ||||||
| 2123<\/td>\n | Wind Loads on Petrochemical and Other Industrial Structures Recent Research for Wind Loads on Petrochemical Structures <\/td>\n<\/tr>\n | ||||||
| 2133<\/td>\n | Wind Load Considerations for Existing Petrochemical Structures <\/td>\n<\/tr>\n | ||||||
| 2142<\/td>\n | Wind Turbine and Foundation Design Dynamic Analysis of a Wind Turbine and Foundation to Assess Liquefaction Potential of Bearing Soils <\/td>\n<\/tr>\n | ||||||
| 2154<\/td>\n | Fatigue-Driven Wind Farm Towers: A Practical Introduction to Fatigue Calculations <\/td>\n<\/tr>\n | ||||||
| 2168<\/td>\n | Research Advances 7 \/ Bridge and Transportation Structures 3 Multi-Hazard Approaches to Analysis and Design Blast Resistance of Unreinforced Masonry (URM) Walls Retrofitted with Nano Reinforced Elastomeric Materials <\/td>\n<\/tr>\n | ||||||
| 2178<\/td>\n | Design and Detailing Guidelines for Bridge Columns Subjected to Blast and Other Extreme Loads <\/td>\n<\/tr>\n | ||||||
| 2188<\/td>\n | Subsystem Instability Conditions in Steel Frames Associated with Extreme Lateral Loading <\/td>\n<\/tr>\n | ||||||
| 2194<\/td>\n | Steel Bridge Issues Analysis of Critical Gusset Plates in the Collapsed I-35W Bridge <\/td>\n<\/tr>\n | ||||||
| 2204<\/td>\n | Compliance Ratio Method for Calculating Energy Release Rates in Structural Steels <\/td>\n<\/tr>\n | ||||||
| 2214<\/td>\n | Fatigue Analysis of Peened Bridge Welds under Realistic Service Loading Conditions Including Periodic Overload Events <\/td>\n<\/tr>\n | ||||||
| 2224<\/td>\n | Service Life Prediction for Weathering Steel Highway Structures <\/td>\n<\/tr>\n | ||||||
| 2234<\/td>\n | Research Advances 8 \/ Education A Remarkable New Concrete Prefabricated Floor and Roof Panels with Engineered Cementitious Composites (ECC) <\/td>\n<\/tr>\n | ||||||
| 2244<\/td>\n | Damage Tolerant ECC for Integrity of Structures under Extreme Loads <\/td>\n<\/tr>\n | ||||||
| 2254<\/td>\n | Engineered Cementitious Composites: An Innovative Concrete for Durable Structure <\/td>\n<\/tr>\n | ||||||
| 2267<\/td>\n | Sustainable Infrastructure Systems Using Engineered Cementitious Composites <\/td>\n<\/tr>\n | ||||||
| 2277<\/td>\n | Education of Structural Engineers Changing the Home Building Paradigm of the Gulf South through Education <\/td>\n<\/tr>\n | ||||||
| 2288<\/td>\n | How to SEE Design in the Future <\/td>\n<\/tr>\n | ||||||
| 2294<\/td>\n | Wood Education Institute\u2014The Entrepreneurial Spirit of Cooperation between the Wood Industry and the University System <\/td>\n<\/tr>\n | ||||||
| 2303<\/td>\n | Business and Professional Practice Structural Engineering (S.E.) Licensure Suggested Steps to Follow for the Enactment of a Separate Structural Engineering Practice Act <\/td>\n<\/tr>\n | ||||||
| 2323<\/td>\n | The Business of Ethics <\/td>\n<\/tr>\n | ||||||
| 2329<\/td>\n | Ethics and Technical Assessment after a Disaster: An Ongoing Case Study <\/td>\n<\/tr>\n | ||||||
| 2338<\/td>\n | BIM in SE Profession Intelligent Design Codes <\/td>\n<\/tr>\n | ||||||
| 2348<\/td>\n | Practical Design Cracking in Concrete Fill on Metal Decks, Cracking in Flat Plate Concrete Slabs, and Cracking in Concrete Walls <\/td>\n<\/tr>\n | ||||||
| 2358<\/td>\n | Economy in Stiffened Seated Beam Connections <\/td>\n<\/tr>\n | ||||||
| 2363<\/td>\n | The St. Regis Hotel and Residence (Atlanta, GA)\u2014Analysis, Design, and Construction <\/td>\n<\/tr>\n | ||||||
| 2372<\/td>\n | Codes and Standards 2 A New Standard for Blast Resistant Design Blast Protection of Buildings\u2014Design Criteria and Loads <\/td>\n<\/tr>\n | ||||||
| 2379<\/td>\n | Blast Protection of Buildings\u2014Structural Systems, Protected Spaces, Building Envelope, and Glazing <\/td>\n<\/tr>\n | ||||||
| 2383<\/td>\n | Blast Protection of Buildings\u2014Detailing and Performance Qualification <\/td>\n<\/tr>\n | ||||||
| 2389<\/td>\n | General Code Issues All Is Not Clear In ACI 318 Building Code <\/td>\n<\/tr>\n | ||||||
| 2399<\/td>\n | Comparison of Structural Seismic Design Using AASHTO, IBC, and AREMA <\/td>\n<\/tr>\n | ||||||
| 2404<\/td>\n | European Standards for Repair and Protection of Concrete <\/td>\n<\/tr>\n | ||||||
| 2417<\/td>\n | Quality Control of Wire Strand Used in Prestressed and Post Tensioned Structures <\/td>\n<\/tr>\n | ||||||
| 2425<\/td>\n | Specifying Steel Joists, Joist Girders, and the IBC 2006 <\/td>\n<\/tr>\n | ||||||
| 2435<\/td>\n | Long-Span Stadium Roofs Design Aspects of the New Liverpool Football Club Stadium Roof <\/td>\n<\/tr>\n | ||||||
| 2444<\/td>\n | Engineering the Arch and Roof of Wembley Stadium <\/td>\n<\/tr>\n | ||||||
| 2453<\/td>\n | New Dallas Cowboys Stadium: Longest Single-Span Roof Structure in the World <\/td>\n<\/tr>\n | ||||||
| 2463<\/td>\n | International Stadium Projects: Each Unique and Easy to Recognize <\/td>\n<\/tr>\n | ||||||
| 2474<\/td>\n | What Practicing Engineers Do Not Want To Know about Wind Loading but Need To? Impact of Empirical Models for Approach Wind Exposures on Wind Loading on Low Buildings\u2014A Comparative Study <\/td>\n<\/tr>\n | ||||||
| 2484<\/td>\n | Design Wind Speed Characteristics <\/td>\n<\/tr>\n | ||||||
| 2493<\/td>\n | Wind Loading and Building Exposure: Are We Still on A, B, C? <\/td>\n<\/tr>\n | ||||||
| 2502<\/td>\n | Sustainable Structures Sustainable Design for Structural Engineers Ford Calumet Environmental Center: Educating the Region in Sustainable Design <\/td>\n<\/tr>\n | ||||||
| 2510<\/td>\n | Seismic Evaluation of a Green Building Structural System: ICF Grid Walls <\/td>\n<\/tr>\n | ||||||
| 2517<\/td>\n | Sustainability and Structures: Emerging Technologies Building Envelope Life Cycle Condition Evaluation Using a Distress-Based Methodology <\/td>\n<\/tr>\n | ||||||
| 2526<\/td>\n | Fabric Formwork\u2014An Alternative Concrete Construction System <\/td>\n<\/tr>\n | ||||||
| 2531<\/td>\n | The Emergence of Rice Husk Ash\u2014A Complimentary Cementing Material with Untapped Global Potential <\/td>\n<\/tr>\n | ||||||
| 2541<\/td>\n | Integration of Architecture and Structure in Exterior Wall Systems Architectural Precast Panel Systems Used For Lateral Force Resistance <\/td>\n<\/tr>\n | ||||||
| 2551<\/td>\n | Cable-Nets and \u201cRocker Mechanisms\u201d\u009d\u2014The New Beijing Poly Plaza <\/td>\n<\/tr>\n | ||||||
| 2561<\/td>\n | Designing the Right Double Skin Fa\u00c3\u00a7ade <\/td>\n<\/tr>\n | ||||||
| 2570<\/td>\n | New Frontiers in the Design of Integrated Exterior Wall Systems <\/td>\n<\/tr>\n | ||||||
| 2581<\/td>\n | Energy-Generating and Environmentally Interactive Structures Design Synthesis and Analysis of a Solar Chimney at KAUST <\/td>\n<\/tr>\n | ||||||
| 2593<\/td>\n | Models for Offshore Wind Turbine Foundations and Their Influence on Long-Term Loads <\/td>\n<\/tr>\n | ||||||
| 2603<\/td>\n | Structural Design of the KAUST Solar Tower <\/td>\n<\/tr>\n | ||||||
| 2613<\/td>\n | Wind Considerations for Loose-Laid and Photovoltaic Roofing Systems <\/td>\n<\/tr>\n | ||||||
| 2623<\/td>\n | Posters Analysis of Strong Motion Data from Buildings <\/td>\n<\/tr>\n | ||||||
| 2634<\/td>\n | Analysis of Waffle Slabs with and without Openings <\/td>\n<\/tr>\n | ||||||
| 2641<\/td>\n | Causal Clipped Semi-Active Control of Earthquake Response <\/td>\n<\/tr>\n | ||||||
| 2649<\/td>\n | Corrosion Investigation and Cable Break Detection for Post-Tensioned and Prestressed Cables <\/td>\n<\/tr>\n | ||||||
| 2660<\/td>\n | Dynamic Response of the Long Channel Resting on the Soil and Excited by SH Waves <\/td>\n<\/tr>\n | ||||||
| 2670<\/td>\n | Effect of Restraint on Behavior of Inverted Hyperbolic Paraboloid Shells under Unbalanced Live Loads <\/td>\n<\/tr>\n | ||||||
| 2680<\/td>\n | Effects of NSM CFRP Bars in Shear Strengthening of Concrete Members <\/td>\n<\/tr>\n | ||||||
| 2694<\/td>\n | Fiber Model Analysis of RC Elements Subjected to Torsion <\/td>\n<\/tr>\n | ||||||
| 2704<\/td>\n | Finite Element Analysis of Stiffened Beam Column Connection <\/td>\n<\/tr>\n | ||||||
| 2711<\/td>\n | Inelastic Analysis of Foundation Structures <\/td>\n<\/tr>\n | ||||||
| 2721<\/td>\n | Numerical Modeling of Flexural Enhancement in Carbon Nanotube\/Cement Composite <\/td>\n<\/tr>\n | ||||||
| 2729<\/td>\n | Preliminary Design of a Special Monumental Structure <\/td>\n<\/tr>\n | ||||||
| 2735<\/td>\n | Theoretical Stress-Strain Model for High-Strength Concrete Confined with Opposing Spirals <\/td>\n<\/tr>\n | ||||||
| 2745<\/td>\n | Uniaxial Compression Behavior of Actively Confined Concrete Using Shape Memory Alloys <\/td>\n<\/tr>\n | ||||||
| 2753<\/td>\n | Reflection on the Earthquake Design Practice in Hong Kong through a Time History Analysis <\/td>\n<\/tr>\n | ||||||
| 2759<\/td>\n | A Comparison between High Water Marks and Hydrograph Recordings in Hurricane Rita <\/td>\n<\/tr>\n | ||||||
| 2766<\/td>\n | A Geometrical Inclusion-Matrix Model for Concrete <\/td>\n<\/tr>\n | ||||||
| 2776<\/td>\n | A Low-Cost Housing Option in Seismic Regions <\/td>\n<\/tr>\n | ||||||
| 2786<\/td>\n | Analysis and Design of a 47-Story Reinforced Concrete Structure\u2014 Futian Shangri-La Hotel Tower <\/td>\n<\/tr>\n | ||||||
| 2800<\/td>\n | Behavior of a Long-Term Tensile Force Measurement Device <\/td>\n<\/tr>\n | ||||||
| 2810<\/td>\n | Carbon Fiber Composite Jackets to Protect Reinforced Concrete Columns against Blast Damage <\/td>\n<\/tr>\n | ||||||
| 2819<\/td>\n | Effect of Arching on Passive Earth Pressure for Rigid Retaining Walls Considering Translation Mode <\/td>\n<\/tr>\n | ||||||
| 2829<\/td>\n | Evaluation of Capacity Spectrum Method for Estimate of Seismic Performance in Buckling-Restrained Braced Frame <\/td>\n<\/tr>\n | ||||||
| 2839<\/td>\n | Evaluation of Missing Column Analyses in Progressive Collapse Design Codes <\/td>\n<\/tr>\n | ||||||
| 2849<\/td>\n | Inelastic Behavior of Structural Steels under Cyclic Biaxial Nonproportional Loading <\/td>\n<\/tr>\n | ||||||
| 2854<\/td>\n | Interface Shear Transfer of Diagonally Arranged Reinforcing Bars under Repeated Loading <\/td>\n<\/tr>\n | ||||||
| 2864<\/td>\n | Long-Span Truss Structures for Low-Vibration Environments <\/td>\n<\/tr>\n | ||||||
| 2871<\/td>\n | Probabilistic Approach to Progressive Collapse Prevention\u2014Physics Based Simulations <\/td>\n<\/tr>\n | ||||||
| 2879<\/td>\n | Role of Ground Motion Selection Method in Collapse Capacity Assessment of Structures <\/td>\n<\/tr>\n | ||||||
| 2888<\/td>\n | Seismic Performance of Reinforced Concrete Frames with Precast-Prestressed Flooring System <\/td>\n<\/tr>\n | ||||||
| 2898<\/td>\n | Seismic Retrofit of Large-Scale Reinforced Concrete Columns by Prestressed High- Strength Metal Strips <\/td>\n<\/tr>\n | ||||||
| 2908<\/td>\n | Simulation of Combination of Snow and Earthquake Hazards <\/td>\n<\/tr>\n | ||||||
| 2914<\/td>\n | Trading Places: An International Exchange Program for Engineers from the United States and Denmark <\/td>\n<\/tr>\n | ||||||
| 2924<\/td>\n | Wind Loads on Patio Covers <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Structures Congress 2009<\/b><\/p>\n |