ASCE 9780784410318 2009
$89.38
Structures Congress 2009
| Published By | Publication Date | Number of Pages |
| ASCE | 2009 | 2931 |
This collection contains 316 papers presented at the 2009 Structures Congress, held in Austin, Texas, April 30-May 2, 2009.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 8 | Table of Contents |
| 36 | Bridge and Transportation Structures 1 Bridge Design Practice 183A Turnpike: A Design-Build Success Story |
| 46 | Effectiveness of Bent Plate Connection for End Cross-Frames in Skewed Steel Bridges |
| 56 | Safety Issues for Performance Based Design of High-Speed MAGLEV Guideway Structures |
| 62 | Trapezoidal Steel Box Girder Design for Spur 366 Extension Project |
| 72 | Design and Analysis of Bridges A Novel Approach to Analyze Existing Bridges Efficiently |
| 83 | Numerical Investigation of River Ice-Bridge Pier Interaction |
| 93 | Three-Dimensional Wind Correlation: Estimations from In Situ Measurements |
| 103 | Bridge Construction Issues A Method to Calculate Rotational Deformations of Curved Plate Girders during Lifting |
| 113 | Construction Control of a Self-Anchored Suspension Bridge with Space Reticulate Cable |
| 124 | Rehabilitating a Historic Wooden Covered Bridge to Carry Modern Truck Loads with No Visual Impacts to the Structure |
| 133 | Bridge Monitoring and Serviceability Finite Element Model Updating of Scale Bridge Model Using Measured Modal Response Data |
| 143 | Structural Health Monitoring of Bridges: Fundamentals, Application Case Study, and Organizational Considerations |
| 154 | Structural Identification of Bridges to Assess Safety and Performance |
| 160 | Innovations in Bridge Structural Design Field Measurements on Steel Girder Bridge with Skewed Supports Utilizing Lean-On Bracing |
| 170 | Forty Foot Pedestrian Bridge—Aesthetics Integral to Structure, Towamencin Township, PA |
| 180 | Featured Bridges in Texas Current State of Segmental Bridge Design / Construction in Texas |
| 190 | Lake Lewisville Passage Span Bridge |
| 199 | Margaret Hunt Hill (Woodall Rodgers) Bridge |
| 209 | Bridge Superstructure Analysis FEM Analysis and Field Vibration Testing of a Multispan Curved Girder Bridge |
| 218 | Rolling Tire Functions for Finite Element Models |
| 228 | Safety Evaluation of Seismic Behaviour of the Bill Emerson Memorial Cable-Stayed Bridge |
| 238 | Secondary Moments of Continuous Prestressed Concrete Beams Using Closed Form Equation |
| 248 | Bridge Substructures Analysis Curved Integral Abutment Bridges—Thermal Response Predictions through Finite Element Analysis |
| 258 | Non-Linear Finite Element Analysis of RC Bridge Columns Using the Softened Membrane Model |
| 268 | Seismic Design and Ductility Evaluation of Partially Concrete-Filled Steel Box Columns |
| 278 | Bridge Material Issues Mechanical Properties of Hot-Dip Galvanized Steel |
| 284 | Metal Straps as Soil Reinforcement on Full Height Abutments |
| 294 | On the Effect of Ductility of Confining Material on Concrete Ductility |
| 305 | Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones |
| 315 | Safety of Bridges Central Artery / Tunnel Project-Wide Post-Tensioning Tendon Grout Void Assessment |
| 325 | Evaluation of Behavior of a Laterally Loaded Bridge Pile Group under Scour Conditions |
| 335 | Saving Our Infrastructures |
| 340 | Seismic Vulnerability of Bridges Susceptible to Spatially Distributed Soil Liquefaction Hazards |
| 350 | 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 |
| 359 | Minnesota’s Preservation of State-Owned Historic Bridges for Long-Term Transportation Use |
| 368 | Preserving Historic Bridges: Strategies to Overcome Obsolescence |
| 378 | Rehabilitation of the Historic Hays Street Viaduct in San Antonio, Texas |
| 386 | Rehabilitation of Historic Bridges: Examples from Practice Rehabilitation of the Beveridge Suspension Bridge |
| 396 | Ultrasonic Study at Cimarron Narrow-Gauge Railroad Bridge |
| 406 | Kings Covered Bridge Rehabilitation, Somerset County, PA |
| 416 | Retrofit Railings for Historic Metal Truss Bridges |
| 426 | The Role of Structural Identification in Infrastructure Decision Making Experiences in Testing and Modeling for Bridge Maintenance and Rehabilitation |
| 432 | Parametric Bootstrap for System Identification of a Scaled Reinforced Concrete Bridge |
| 441 | Accounting for the Impact of Thermal Loads in Nondestructive Bridge Testing |
| 451 | Structural Identification of Various Constructed Systems to Inform Decisions |
| 457 | The FHWA’s Long Term Bridge Performance (LTBP) Program: Organization, Teambuilding, Direction Development of Data Infrastructure for the Long Term Bridge Performance Program |
| 466 | Long Term Bridge Performance Program: Identifying Long Term Bridge Performance Data Priorities |
| 474 | LTBP Bridge Monitoring, Testing, and Instrumentation |
| 481 | Meeting LTBP Program Objectives through Periodical Bridge Condition Monitoring by Nondestructive Evaluation |
| 491 | Use of Risk and Reliability in Bridge Inspection Relative Risk Assessment of Cable-Supported Structures |
| 501 | Risk-Based Bridge Evaluations—A Texas Perspective |
| 507 | Inspection and Maintenance of Bridges A Comparison of AASHTO Bridge Load Rating Methods |
| 515 | Creating a Bridge Inspection Program |
| 520 | Managing Premature Concrete Deterioration in Bridges |
| 526 | The Changing World of Underwater Bridge Inspections |
| 533 | Cable Supported Bridges Luling Bridge Stay Cable Replacement |
| 543 | Newport / Pell Bridge Main Cable Investigation and Anchorage Dehumidification |
| 553 | Replacing Stay-Cables of the Rhine River Bridge Rheinbrücke Flehe without Traffic Interruption |
| 563 | Stay Cable Vibration Testing at the Leonard P. Zakim Bunker Hill Memorial Bridge |
| 572 | Bridge Vulnerability to Extreme Hazards A Probabilistic Model for the Estimation of Shear Capacity of Bridge Piers Subjected to Dynamic Loading |
| 582 | Multi-Hazard Consideration of Seismic and Aging Threats to Bridges |
| 592 | Storm Surge and Wave Loading on Bridge Superstructures |
| 602 | Buildings Structural Design Performance and Serviceability Enhancing the Structural Performance of a Slender Residential Tower Using Supplemental Damping System |
| 612 | Floor Response Spectra for Frame Buildings under Ultimate and Serviceability Limit States |
| 622 | Performance-Based Design for Motion Control of a Supertall Tower |
| 634 | Probabilistic Assessment of Occupant Comfort in Tall Buildings |
| 644 | The Direct Analysis Method: Recent Developments and Applications Direct Analysis Method Case Study—Addressing Stability for the Russia Tower |
| 654 | Interface of the Direct Analysis Method and Seismic Design |
| 662 | Three-Dimensional Verification and Application of the Direct Analysis Approach |
| 667 | Structural Fire Resistance Design I Effect of Restraint Force Location on the Response of Steel Beams Exposed to Fire |
| 677 | Modified Connection Details for Single Plate Steel Connections under Fire |
| 685 | Numerical Study of the Fire Resistance of Steel Columns in Axial Compression and Uniform Bending |
| 695 | Stress-Strain Relationships for Concrete at Elevated Temperatures |
| 705 | Structural Fire Resistance Design II Behavior of High Strength Concrete Columns under Design Fire Scenarios |
| 715 | Simple Approach for Calculating Inelastic Deflections of Simply Supported Steel Beams under Fire |
| 722 | Stability Behavior of Steel Building Structures with Perimeter MRFs under Fire Loading Effects |
| 732 | 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 |
| 741 | Wind Engineering for Louisville Museum Plaza |
| 751 | Wind Engineering Studies for Super-Tall Buildings |
| 761 | Design and Specification of Cold-Formed Steel for the Practicing Engineer Design and Specification of Standing Seam Roof Panels and Systems |
| 771 | Design and Specification of Metal Studs |
| 781 | Collapse Prevention Design of Steel Buildings for Moderate Seismic Regions I: Connections Origins of R=3 |
| 791 | Cyclic Behavior and Performance of Beam-Column Connections in Concentrically Braced Frames |
| 799 | Vertical Bracing Connections for Moderate Seismic Demands |
| 809 | Collapse Prevention Design of Steel Buildings for Moderate Seismic Regions II: Systems Building Design for Moderate Seismic Regions |
| 819 | Eccentric Braced Frame Design for Moderate Seismic Regions |
| 829 | Seismic Performance of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions |
| 839 | Steel-Framed Rocking Structural Systems for Moderate Seismic Zones |
| 848 | Research Advances 1 Functionally Upgraded Passive Devices I Definition and Examples of Functionally Upgraded Passive Devices |
| 856 | Effectiveness of Partial Isolation of Bridges for Improving Column Performance |
| 866 | Fundamental Frequency of Water Sloshing Waves in a Sloped-Bottom Tank as Tuned Liquid Damper |
| 876 | Seismic Isolators of Variable Stiffness for Earthquakes with Strong Long-Period Components |
| 885 | Functionally Upgraded Passive Devices II Structural Control Using Functionally Upgraded Spring-Damper Isolator Having Integral Gapping Elements |
| 895 | Experimental Study on the Seismic Performance of a Large-Scale TLD Model with Sloped Bottoms |
| 905 | Variation of Supplemental Stiffness and Damping Using Adjustable Passive Fluid Spring and Damper in Scissor Jack System |
| 913 | Non Building and Special Structures 1 Design of Tensioned Fabric Structures “Archineering” Trends for Tensioned Fabric Structures |
| 919 | Design of Connections for Tensioned Fabric Structures |
| 929 | Loading Considerations for Tensioned Fabric Structures |
| 934 | Modeling of Tensioned Fabric Structures |
| 944 | Tensile Membrane Structures Architectural Membranes Used for Tensile Membrane Structures |
| 951 | Structural Fabric Tear Propagation |
| 955 | Design Options for Heavy Industrial Structures Buckling Restrained Braced Frame Application for a Power Plant |
| 963 | Design of Modular Composite Walls Subjected to Thermal and Mechanical Loading |
| 971 | Use of Concrete Filled Tube (CFT) Vertical Braces in a Moderate / High Seismic Area |
| 979 | Concrete Cooling Towers From Cooling Towers to Chimneys of Solar Upwind Power Plants |
| 989 | New German Natural Draft Cooling Towers for High-Efficient Power Generation |
| 999 | Design and Evaluation of Concrete Industrial Chimneys An Investigation on Seismic Resistance of Reinforced Concrete Industrial Chimneys |
| 1007 | Evaluation of Concrete Chimneys Designed According to ACI 307 Standard |
| 1017 | The New ACI 307-08 Chimney Code—Seismic Design Requirements |
| 1029 | Nonlinear Analysis of a Collapsed Reinforced Concrete Chimney |
| 1035 | Seismic Design and Analysis of Special Structures Seismic Behavior Considerations for Jumbo Container Cranes |
| 1045 | Seismic Hazard Mitigation of Wine Barrel Stacks |
| 1055 | Simplified Dynamic Analysis Methods for Guyed Telecommunication Masts under Seismic Excitation |
| 1065 | Local Research Highlights of Research in Texas—Concrete Structures Experimental Investigation of Full-Depth Precast Overhang Panels for Concrete Bridge Decks |
| 1074 | Mechanical Properties of Steel Fiber Reinforced Concrete Beams |
| 1084 | Shear Capacity of Large-Scale Bridge Bent Specimens Subject to Alkali-Silica Reaction and Delayed Ettringite Formation |
| 1093 | Shear Strength of Steel Fiber Reinforced Prestressed Concrete Beams |
| 1102 | Elevated Temperature Properties of ASTM A992 Steel |
| 1112 | Highlights of Research in Texas—Performance Based Design, Loss, and Damage Assessment Loss Model for Seismically Damaged Structures |
| 1122 | NSF NEES Small-Group Project on Performance-Based Design of Masonry and Masonry Veneer |
| 1132 | Realtime Damage Detection in Buildings Using Filter Based Radial Basis Function Network Mapping |
| 1142 | Research Advances 2 Blast to Progressive Collapse—Component vs. System Analysis and Design Developing Rational and Efficacious Blast-Resistant Design Methodologies |
| 1152 | Localized Damage Effects on Building Robustness |
| 1161 | Methodologies for Progressive Collapse Analysis |
| 1171 | Blast Response of Walls Blast Design of Stay-in-Place PVC-Formed Concrete Walls |
| 1177 | Blast Response of Conventional and High Performance Reinforced Concrete Panels |
| 1186 | Load-Impulse Diagrams for Protected Facility Assessment |
| 1197 | Response and Analyses of Multi-Wythe Insulated Masonry Walls to Out-of-Plane Dynamic Pressure |
| 1207 | Research Advances 3 Health Monitoring and Sensor Networks Blind Identification of Civil Structures |
| 1216 | Modal Identification and Damage Detection for Structural Health Monitoring under Ambient Vibration Environment |
| 1226 | Modal Parameter Identification of MDOF Structures Based on Vibration Test |
| 1236 | Development of Quasi-Static Loading Protocols for Drift-Sensitive Nonstructural Building Components |
| 1244 | FEM Analysis of Interaction Effects of 3-D RC Members Subjected to Multi-Directional Cyclic Loading |
| 1254 | Fundamental, Analytical, and Theoretical Advances Gusset Plate Connections in Concentrically Braced Steel Structures |
| 1264 | Optimization in Structural Analysis and Design |
| 1274 | Resistance Definition for Membrane Retrofit Concrete Masonry Walls Subjected to Blast |
| 1284 | Existing Buildings 1 Extreme Event Loading A Fiber-Based Heat Transfer Element for Modeling the Thermal Response of Structural Members Subjected to Fire |
| 1294 | Dynamic Energy Based Method for Progressive Collapse Analysis |
| 1304 | Modeling Performance of Residential Wood Frame Structures Subjected to Hurricane Storm Surge |
| 1312 | Response of Concrete Masonry Walls to Simulated Blast Loads |
| 1322 | Design of Buildings for Extreme Loads Anatomy of Damage to Coastal Construction: A Multi-Hazard Perspective |
| 1332 | Blast Performance of Prestressed Concrete Panels |
| 1342 | Common Misconceptions in Determining Wind/Water Damage Causation |
| 1352 | Energy Limit States and Maximum Mullion End Rotations for Nearly-Conventional Curtain Walls Subjected to Extreme Out-of-Plane Loads |
| 1362 | 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 |
| 1372 | Experimental Evaluation of Post-Tensioned Precast Concrete Coupling Beams |
| 1382 | Seismic Damage Evaluation for Low-Rise RC School Buildings in Taiwan |
| 1392 | Seismic Design of Steel Structures Comparative Study of Bolted versus Welded SCBF Connections |
| 1399 | Earthquake Simulations on a Self-Centering Steel Moment Resisting Frame with Web Friction Devices |
| 1409 | Role of Yield Mechanism Selection on Seismic Behavior of Steel Moment Frames Designed by Performance-Based Plastic Method |
| 1418 | Seismic Fragility of Structures with Protective Systems Analytical Fragility Models for Box Girder Bridges with and without Protective Systems |
| 1428 | Energy-Based Seismic Fragility Analysis of Actively Controlled Structures |
| 1438 | Seismic Performance and Retrofit for Tilt-Up Concrete Buildings in Mid-America |
| 1447 | New Options for Lateral Resistance Systems in Steel Buildings An Overview of Self-Centering Steel Moment Frames |
| 1456 | Design Concepts for Damage-Free Seismic-Resistant Self-Centering Steel Concentrically Braced Frames |
| 1466 | Design of Lateral Load Resisting Frames Using Steel Joists and Joist Girders |
| 1482 | Lateral Resistance Using Steel Slit Panel Frames (SSPFs) |
| 1487 | Tall Buildings Challenges of Designing Super Tall Buildings with Current Technologies 555m Tall Lotte Super Tower, Seoul, Korea |
| 1497 | Russia Tower: Design Challenges |
| 1506 | The Challenges in Designing the World’s Tallest Structure: The Burj Dubai Tower |
| 1516 | Integrated Design of Tall Buildings: Recent Trends and Perspectives Integrated Architectural Design |
| 1520 | Integrated Design: Everything Matters—The Development of Burj Dubai and the New Beijing Poly Plaza |
| 1530 | 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 |
| 1540 | Headed Reinforcement Applications for Reinforced Concrete Beam-Column Connections |
| 1550 | Lateral Drift Limits for Structural Concrete Slab-Column Connections Including Shear Reinforcement Effects |
| 1560 | Performance and Design of Eccentric Reinforced Concrete Beam-Column Connections Subjected to Seismic Lateral Load Reversals |
| 1569 | Exploring Allowable Stresses in Prestressed Concrete Design? What is Necessary? Allowable Tensile Stress Limit at Prestress Transfer |
| 1579 | Effects of Increasing the Allowable Compressive Stress at Prestress Transfer |
| 1589 | Fatigue Durability of Partially Post-Tensioned Concrete Members |
| 1599 | ACI 318—Structural Concrete Building Code Reorganization ACI 318 Building Code—The Time is Right for Reorganization |
| 1604 | Building Consensus: Reorganization of the ACI 318 Building Code for Structural Concrete |
| 1609 | Member Based Design Using a Reorganized ACI 318 Building Code |
| 1614 | Size Effects, Conflicting Design Methods, and Other Puzzles in Shear Contribution of Concrete to Shear Resistance |
| 1622 | Contribution of Stirrups to Shear Resistance |
| 1630 | Depth Effect in Reinforced Concrete Deep Beams |
| 1639 | Shear Strength of Members without Transverse Reinforcement |
| 1647 | Research Advances 5 / Codes & Standards 1 Experimental Research Results I A Tracking Error-Based Adaptive Compensation Scheme for Real-Time Hybrid Simulation |
| 1657 | Characteristics of PVA Fiber-Reinforced Mortars |
| 1667 | Experimental Determination of the Seismic Response of Port Container Cranes Including Uplift Phenomena |
| 1674 | Experimental Investigation on Granite Masonry Behavior under Compression |
| 1683 | Stability Behavior and Design of Steel Columns under Fire Loading |
| 1693 | Experimental Research Results II A Novel Cable-Enhanced, Wire-Mesh Reinforcement System for Structural Concrete to Improve Its Blast-Resisting Properties |
| 1697 | Combined Shear and Wind Uplift Resistance of Wood Structural Panel Shearwalls |
| 1708 | Design of Hybrid Precast Concrete Walls for Seismic Regions |
| 1718 | Proof of Concept Testing of Cable Bracing System with Rotating Central Energy Dissipater |
| 1728 | 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 |
| 1736 | Development of Reduced Structural Models for Assessment of Progressive Collapse |
| 1743 | Testing and Analysis of Steel Beam-Column Assemblies under Column Removal Scenarios |
| 1753 | DOD Progressive Collapse Design Requirements Overview of the Revised DOD Progressive Collapse Design Requirements |
| 1758 | Revision of the Tie Force and Alternate Path Approaches in the DOD Progressive Collapse Design Requirements |
| 1764 | Development and Application of Linear and Non-Linear Static Approaches in UFC 4-023-03 |
| 1774 | Discussion of Examples Using the Revised DOD Progressive Collapse Design Requirements |
| 1784 | Progressive Collapse, Redundancy, and Robustness (International P-C Symposium) A Measure of Lifetime Structural Robustness |
| 1793 | Evaluating Measures of Structural Robustness |
| 1801 | Performance as a Measure of Robustness |
| 1806 | Probabilistic Analysis of Bridge Redundancy |
| 1816 | Redundancy of Structural Systems Based on Survivor Functions |
| 1826 | European Research into Progressive Collapse Design-Oriented Approaches for Progressive Collapse Assessment: Load-Factor vs. Ductility-Centred Methods |
| 1836 | Experimental and Analytical Investigations on the Response of Structural Building Frames Further to a Column Loss |
| 1846 | Progressive Collapse: Failure Criteria Used in Engineering Analysis |
| 1856 | Response of End-Plate Joints under Combined Forces |
| 1866 | 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 |
| 1876 | Approaches for Design to Resist Disproportionate Collapse |
| 1881 | Levels of Prescribed Enhanced Robustness for Mitigation of Disproportionate Collapse |
| 1891 | Risk Assessment to Support Design to Resist Disproportionate Collapse |
| 1895 | Recent Research on Progressive Collapse Abnormal Loads and Disproportionate Collapse: Risk Mitigation Strategies |
| 1903 | Behavior of Varied Steel Frame Connection Types Subjected to Air Blast, Debris Impact, and/or Post-Blast Progressive Collapse Load Conditions |
| 1913 | Evaluation of an Existing Steel Frame Building against Progressive Collapse |
| 1921 | Progressive Collapse Nomenclature |
| 1931 | Disproportionate Collapse Research Needs Disproportionate Collapse Research Needs |
| 1943 | Disproportionate Collapse: The Futility of Using Nonlinear Analysis |
| 1953 | Existing Buildings 2 / International Computing Technologies for Structural Identification—Wireless Technologies and Earthquake Engineering A Time-Domain Covariance-Based Parameter Estimation Method for Torsional Shear Buildings |
| 1963 | Application of a Time-Domain Local Identification Methodology to Compact Analysis of Continuous and Complete Structural Response Data |
| 1973 | Effects of the Structural Identification on the Appearance of Multiple Solutions in Model Updating |
| 1980 | Updating Structural Properties Using Modal Parameters Considering Measurement Errors |
| 1989 | Case Studies for the Assessment and Restoration of Existing Building Structures Assessment and Restoration of Post-Tensioned Buildings—Parking Ramp Structures |
| 1999 | Repair of Three-Story Residential Condominium in Lake Oswego, Oregon |
| 2010 | Repair of Concrete Elements Using Externally Bonded Reinforcement: 30 Year History |
| 2018 | Second Avenue Subway Project, New York—Reconstructing Existing Buildings for New Station Entrances |
| 2026 | Structural and Environmental Stabilization of a Historic Wood-Framed Museum |
| 2035 | Restoration and Repair of Existing Buildings A Case Study on the Use of Advanced Fiberwrap Composites for the Structural Rehabilitation of Prestressed Structural Elements |
| 2043 | Elastic Buckling Finite Strip Analysis of the AISC Sections Database and Proposed Local Plate Buckling Coefficients |
| 2053 | Repair of Pile Cap Foundations Using Strut-and-Tie Models |
| 2061 | 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 |
| 2071 | Rotation and Strength Demands for Simple Connections to Support Large Vertical Deflections |
| 2081 | Modeling Structural Collapse Including Floor Slab Contributions |
| 2090 | Blast Protection against Industrial Explosions A Case Study in Analyzing the Response of Structures to a Jet Fuel Vapor-Phase Explosion |
| 2099 | Comprehensive Component Based Screening Curve Library |
| 2110 | Blast Analysis and Retrofit of Structures in Industrial Facilities |
| 2123 | Wind Loads on Petrochemical and Other Industrial Structures Recent Research for Wind Loads on Petrochemical Structures |
| 2133 | Wind Load Considerations for Existing Petrochemical Structures |
| 2142 | Wind Turbine and Foundation Design Dynamic Analysis of a Wind Turbine and Foundation to Assess Liquefaction Potential of Bearing Soils |
| 2154 | Fatigue-Driven Wind Farm Towers: A Practical Introduction to Fatigue Calculations |
| 2168 | 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 |
| 2178 | Design and Detailing Guidelines for Bridge Columns Subjected to Blast and Other Extreme Loads |
| 2188 | Subsystem Instability Conditions in Steel Frames Associated with Extreme Lateral Loading |
| 2194 | Steel Bridge Issues Analysis of Critical Gusset Plates in the Collapsed I-35W Bridge |
| 2204 | Compliance Ratio Method for Calculating Energy Release Rates in Structural Steels |
| 2214 | Fatigue Analysis of Peened Bridge Welds under Realistic Service Loading Conditions Including Periodic Overload Events |
| 2224 | Service Life Prediction for Weathering Steel Highway Structures |
| 2234 | Research Advances 8 / Education A Remarkable New Concrete Prefabricated Floor and Roof Panels with Engineered Cementitious Composites (ECC) |
| 2244 | Damage Tolerant ECC for Integrity of Structures under Extreme Loads |
| 2254 | Engineered Cementitious Composites: An Innovative Concrete for Durable Structure |
| 2267 | Sustainable Infrastructure Systems Using Engineered Cementitious Composites |
| 2277 | Education of Structural Engineers Changing the Home Building Paradigm of the Gulf South through Education |
| 2288 | How to SEE Design in the Future |
| 2294 | Wood Education Institute—The Entrepreneurial Spirit of Cooperation between the Wood Industry and the University System |
| 2303 | Business and Professional Practice Structural Engineering (S.E.) Licensure Suggested Steps to Follow for the Enactment of a Separate Structural Engineering Practice Act |
| 2323 | The Business of Ethics |
| 2329 | Ethics and Technical Assessment after a Disaster: An Ongoing Case Study |
| 2338 | BIM in SE Profession Intelligent Design Codes |
| 2348 | Practical Design Cracking in Concrete Fill on Metal Decks, Cracking in Flat Plate Concrete Slabs, and Cracking in Concrete Walls |
| 2358 | Economy in Stiffened Seated Beam Connections |
| 2363 | The St. Regis Hotel and Residence (Atlanta, GA)—Analysis, Design, and Construction |
| 2372 | Codes and Standards 2 A New Standard for Blast Resistant Design Blast Protection of Buildings—Design Criteria and Loads |
| 2379 | Blast Protection of Buildings—Structural Systems, Protected Spaces, Building Envelope, and Glazing |
| 2383 | Blast Protection of Buildings—Detailing and Performance Qualification |
| 2389 | General Code Issues All Is Not Clear In ACI 318 Building Code |
| 2399 | Comparison of Structural Seismic Design Using AASHTO, IBC, and AREMA |
| 2404 | European Standards for Repair and Protection of Concrete |
| 2417 | Quality Control of Wire Strand Used in Prestressed and Post Tensioned Structures |
| 2425 | Specifying Steel Joists, Joist Girders, and the IBC 2006 |
| 2435 | Long-Span Stadium Roofs Design Aspects of the New Liverpool Football Club Stadium Roof |
| 2444 | Engineering the Arch and Roof of Wembley Stadium |
| 2453 | New Dallas Cowboys Stadium: Longest Single-Span Roof Structure in the World |
| 2463 | International Stadium Projects: Each Unique and Easy to Recognize |
| 2474 | 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—A Comparative Study |
| 2484 | Design Wind Speed Characteristics |
| 2493 | Wind Loading and Building Exposure: Are We Still on A, B, C? |
| 2502 | Sustainable Structures Sustainable Design for Structural Engineers Ford Calumet Environmental Center: Educating the Region in Sustainable Design |
| 2510 | Seismic Evaluation of a Green Building Structural System: ICF Grid Walls |
| 2517 | Sustainability and Structures: Emerging Technologies Building Envelope Life Cycle Condition Evaluation Using a Distress-Based Methodology |
| 2526 | Fabric Formwork—An Alternative Concrete Construction System |
| 2531 | The Emergence of Rice Husk Ash—A Complimentary Cementing Material with Untapped Global Potential |
| 2541 | Integration of Architecture and Structure in Exterior Wall Systems Architectural Precast Panel Systems Used For Lateral Force Resistance |
| 2551 | Cable-Nets and “Rocker Mechanisms”—The New Beijing Poly Plaza |
| 2561 | Designing the Right Double Skin Façade |
| 2570 | New Frontiers in the Design of Integrated Exterior Wall Systems |
| 2581 | Energy-Generating and Environmentally Interactive Structures Design Synthesis and Analysis of a Solar Chimney at KAUST |
| 2593 | Models for Offshore Wind Turbine Foundations and Their Influence on Long-Term Loads |
| 2603 | Structural Design of the KAUST Solar Tower |
| 2613 | Wind Considerations for Loose-Laid and Photovoltaic Roofing Systems |
| 2623 | Posters Analysis of Strong Motion Data from Buildings |
| 2634 | Analysis of Waffle Slabs with and without Openings |
| 2641 | Causal Clipped Semi-Active Control of Earthquake Response |
| 2649 | Corrosion Investigation and Cable Break Detection for Post-Tensioned and Prestressed Cables |
| 2660 | Dynamic Response of the Long Channel Resting on the Soil and Excited by SH Waves |
| 2670 | Effect of Restraint on Behavior of Inverted Hyperbolic Paraboloid Shells under Unbalanced Live Loads |
| 2680 | Effects of NSM CFRP Bars in Shear Strengthening of Concrete Members |
| 2694 | Fiber Model Analysis of RC Elements Subjected to Torsion |
| 2704 | Finite Element Analysis of Stiffened Beam Column Connection |
| 2711 | Inelastic Analysis of Foundation Structures |
| 2721 | Numerical Modeling of Flexural Enhancement in Carbon Nanotube/Cement Composite |
| 2729 | Preliminary Design of a Special Monumental Structure |
| 2735 | Theoretical Stress-Strain Model for High-Strength Concrete Confined with Opposing Spirals |
| 2745 | Uniaxial Compression Behavior of Actively Confined Concrete Using Shape Memory Alloys |
| 2753 | Reflection on the Earthquake Design Practice in Hong Kong through a Time History Analysis |
| 2759 | A Comparison between High Water Marks and Hydrograph Recordings in Hurricane Rita |
| 2766 | A Geometrical Inclusion-Matrix Model for Concrete |
| 2776 | A Low-Cost Housing Option in Seismic Regions |
| 2786 | Analysis and Design of a 47-Story Reinforced Concrete Structure— Futian Shangri-La Hotel Tower |
| 2800 | Behavior of a Long-Term Tensile Force Measurement Device |
| 2810 | Carbon Fiber Composite Jackets to Protect Reinforced Concrete Columns against Blast Damage |
| 2819 | Effect of Arching on Passive Earth Pressure for Rigid Retaining Walls Considering Translation Mode |
| 2829 | Evaluation of Capacity Spectrum Method for Estimate of Seismic Performance in Buckling-Restrained Braced Frame |
| 2839 | Evaluation of Missing Column Analyses in Progressive Collapse Design Codes |
| 2849 | Inelastic Behavior of Structural Steels under Cyclic Biaxial Nonproportional Loading |
| 2854 | Interface Shear Transfer of Diagonally Arranged Reinforcing Bars under Repeated Loading |
| 2864 | Long-Span Truss Structures for Low-Vibration Environments |
| 2871 | Probabilistic Approach to Progressive Collapse Prevention—Physics Based Simulations |
| 2879 | Role of Ground Motion Selection Method in Collapse Capacity Assessment of Structures |
| 2888 | Seismic Performance of Reinforced Concrete Frames with Precast-Prestressed Flooring System |
| 2898 | Seismic Retrofit of Large-Scale Reinforced Concrete Columns by Prestressed High- Strength Metal Strips |
| 2908 | Simulation of Combination of Snow and Earthquake Hazards |
| 2914 | Trading Places: An International Exchange Program for Engineers from the United States and Denmark |
| 2924 | Wind Loads on Patio Covers |
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Recent Advancement in Soil Behavior. In Situ Test Methods, Pile Foundations, and Modeling Published By…
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ASCE 9780784410394 2009
International Conference on Transportation Engineering 2009 Published By Publication Date Number of Pages ASCE 2009…
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ASCE 9780784410288 2009
The Role of Technology in Water Resources Planning and Management Published By Publication Date Number…
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ASCE 9780784410516 2009
Sustainable Sludge Management Published By Publication Date Number of Pages ASCE 2009 353
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ASCE 9780784410417 2009
Characterization, Modeling, and Performance of Geomaterials Published By Publication Date Number of Pages ASCE 2009…
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ASCE 9780784410158 2009
Multihazard Issues in the Central United States Published By Publication Date Number of Pages ASCE…
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ASCE 9780784410301 2009
Nanotechnologies for Water Environment Applications Published By Publication Date Number of Pages ASCE 2009 641
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ASCE 9780784410431 2009
Road Pavement Material Characterization and Rehabilitation Published By Publication Date Number of Pages ASCE 2009…
