ASCE 9780784410844 2010
$88.83
Improving the Seismic Performance of Existing Buildings and Other Structures
| Published By | Publication Date | Number of Pages |
| ASCE | 2010 | 1476 |
This collection contains 133 papers presented at the 2009 ATC & SEI Conference on Improving the Seismic Performance of Buildings and Other Structures, held in San Francisco, California, December 9-11, 2009.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 6 | Contents |
| 18 | Plenary Papers National Seismic Hazard and Risk—The Problem |
| 27 | Performance-Based Seismic Upgrade of Building Structural Systems: A 2020 Vision |
| 34 | Progress of Seismic Rehabilitation of Buildings in the U.S. |
| 49 | Analysis and Rehabilitation Case Studies 1 Case Studies in Seismic Evaluation and Rehabilitation Seismic Assessment and Retrofit of BART Parking Structures |
| 61 | Seismic Assessment and Retrofit of Engineering Systems in Wellington Hospitals—A Case Study |
| 73 | Seismic Evaluation and Rehabilitation of a Three Story Pre-Northridge Steel Frame Essential Service Facility |
| 85 | Seismic Rehabilitation of an Existing Braced Frame Hospital Building by Direct Replacement with Buckling-Restrained Braces |
| 92 | Seismic Upgrade of a 15-Story Steel Moment Frame Building—Satisfying Performance Criteria with Application of Experimental and Analytical Procedures |
| 102 | ASCE 41 Case Studies Evaluation of the ASCE 41 Linear Elastic Procedure for Seismic Retrofit of Existing Structures: Pros and Cons of the Method |
| 109 | Immediate Occupancy Seismic Upgrade of an Operating High-Tech Manufacturing Facility |
| 120 | Nonlinear Analysis of Pre-Northridge Steel High-Rise Building Using Modal-Pushover-Based Ground Motion Scaling Procedure |
| 131 | Seismic Rehabilitation of Santa Monica Place Mall Based on ASCE 41 |
| 142 | Seismic Mitigation Program Case Studies Observations from California’s Unreinforced Masonry and Public School Programs and the California Multi-Hazard Mitigation Plan |
| 154 | Risk Based Seismic Evaluation of Pre-1973 Hospital Buildings Using the HAZUS Methodology |
| 170 | Seismic Analysis and Retrofit of Existing Department of Defense Structures in Accordance with the Unified Facilities Criteria |
| 178 | The Policy Problem of Non-Ductile Concrete Buildings in Los Angeles: Costly Earthquakes, Uncertain Owners |
| 190 | Analysis and Rehabilitation Case Studies 2 Incremental Seismic Rehabilitation and Cost-Benefit Studies Financial Benefit of Retrofitting Seismic-Risk Buildings with Passive Control Devices |
| 201 | Incremental Seismic Rehabilitation of Buildings |
| 207 | Integrated Incremental Seismic Rehabilitation: A Practical Approach to Reducing Risk in Existing Vulnerable Buildings |
| 218 | Preliminary Results of a Cost-Benefit Assessment of Replacing Seismically Vulnerable Non-Ductile Reinforced Concrete Frame Structures |
| 229 | Roble Hall at Stanford University: A Case Study in the Evolution of Seismic Rehabilitation Standards |
| 241 | Seismic Evaluation and Rehabilitation of School Buildings: An International Perspective High Performance Fiber Reinforced Concrete Jacketing in a Seismic Retrofitting Application |
| 251 | Performance-Based Retrofit of School Buildings in British Columbia, Canada |
| 263 | Seismic Assessment on In Situ School Testing in Taiwan Using Methodology of ASCE/SEI 41-06 |
| 275 | Seismic Risk Reduction for Schools with Stone Slab Roof Systems in Delhi |
| 285 | Earthquake Performance Assessment and Retrofit of Public Buildings in Istanbul: ISMEP Project Development of Guidelines and Effective Retrofit Strategies for Public Schools and Hospitals in Istanbul, Turkey |
| 298 | Displacement-Based Seismic Rehabilitation of Non-Ductile RC Frames with Added Shear Walls |
| 311 | Improving the Seismic Performance of Existing Structures in Istanbul, Turkey |
| 324 | Parametric Evaluation of Seismic Retrofitting Techniques Applied to the Public School Buildings in Istanbul |
| 336 | Performance Comparisons of Seismic Assessment Methods with PSD Test Results of a Deficient RC Frame |
| 348 | Analysis and Rehabilitation Case Studies 3 Practical Issues with Retrofit of Soft Story Residential Buildings Evaluation and Retrofit Provisions for Bay Area Soft Story Woodframe Buildings |
| 360 | Manufactured, Pre-Engineered Moment Resisting Frames Used in Soft-Story Building Retrofits of Light-Framed Construction |
| 367 | Recommended Directions for IEBC Appendix Chapter A4: Earthquake Hazard Reduction in Existing Wood-Frame Residential Buildings with Soft, Weak, or Open-Front Walls |
| 375 | Soft/Weak Story Problems and Solutions for Residential Structures |
| 384 | Seismic Performance and Rehabilitation of Non-Building Structures Probabilistic Evaluation of Seismic Performance of Vincent Thomas Bridge under Spatially Variable Ground Motions |
| 396 | Seismic Performance Evaluation of Container Cranes |
| 406 | The Excellent Seismic Performance of Steel Orthotropic Bridges |
| 420 | Seismic Evaluation and Rehabilitation Using Performance-Based Objectives Fragility Curves for Reinforced Concrete Moment Frames |
| 432 | Performance Based Seismic Retrofit of the Los Angeles Downtown Women’s Center Project |
| 444 | Seismic Assessment of Buildings, Considering Post-Earthquake Safety |
| 459 | Suggested Improvements to Guidelines, Standards, and Analysis Procedures 1 Improving ASCE 31 and 41 An Action Plan for Improving the Seismic Performance of Existing Buildings: ATC 71 |
| 470 | Concept Paper on Utilizing the FEMA P695 (ATC-63) Ground Motion Spectral Shape Guidelines to Adjust the Target Displacement in the ASCE/SEI 41 Nonlinear Static Procedure |
| 482 | Evaluation of Coefficient Method for Seismic Assessment of Existing Buildings Built on Soft Soil Sites |
| 494 | Resilience Criteria for Seismic Evaluation of Existing Buildings: A Proposal to Supplement ASCE 31 for Intermediate Performance Objectives |
| 506 | Current Experimental and Analytical Research on Existing Reinforced Concrete Columns Experimental Study on Dynamic Behavior of Multi-Story Reinforced Concrete Frames with Non-Seismic Detailing |
| 517 | Local Deformation Measures for RC Column Shear Failures Leading to Collapse |
| 529 | Progressive Collapse Simulation of Reinforced Concrete Buildings Using Column Models with Strength Deterioration after Yielding |
| 541 | Response Estimation of Non-Ductile Reinforced Concrete Columns Subjected to Lateral Loads |
| 553 | Simultaneous Shear and Axial Failures of Reinforced Concrete Columns |
| 564 | Development of Guide for Seismic Rehabilitation of Existing Concrete Buildings Guide for Seismic Rehabilitation of Existing Concrete Buildings: Vision |
| 568 | Guide for Seismic Rehabilitation of Concrete Buildings: Summary of Future Changes |
| 577 | A Practical Model for Beam-Column Connection Behavior in Reinforced Concrete Frames |
| 589 | Seismic Performance Evaluation of Rehabilitated Reinforced Concrete Columns through Jacketing |
| 601 | Suggested Improvements to Guidelines, Standards, and Analysis Procedures 2 All About PMLs A Definition Undone: Explicit Estimation of PMLs in the Age of Reliance on Design Ground Motion Records |
| 610 | Report Cards for Buildings: A Proposed Rating System for Earthquake Performance |
| 622 | The Problems with PMLs |
| 633 | Improving Acceleration Demands for Acceleration-Sensitive Nonstructural Components in Buildings A Comprehensive Study of Floor Acceleration Demands in Multi-Story Buildings |
| 644 | Response Spectrum Method for Estimation of Peak Floor Acceleration Demand |
| 656 | Seismic Acceleration Demands on Nonstructural Components Attached to Elastic and Inelastic Structures |
| 668 | Seismic Performance of Nonstructural Components Nonstructural Seismic Performance for Facilities in Seismic Regions: Is the Expected Earthquake Performance Really Being Achieved? |
| 680 | Numerical Study to Investigate the Effect of Elastomeric Snubber Properties on Seismic Response of Vibration-Isolated Nonstructural Components |
| 691 | Reducing the Risks of Nonstructural Earthquake Damage |
| 703 | Seismic Vulnerability of Data Centers |
| 713 | Suggested Improvements to Guidelines, Standards, and Analysis Procedures 3 Analysis Methods for Seismic Rehabilitation and Evaluation A Simplified Nonlinear Analysis Procedure Using Linear Analysis |
| 723 | Experimental and Numerical Validation of Selective Weakening Retrofit for Existing Non-Ductile R.C. Frames |
| 738 | FEMA P-440A: Effects of Strength and Stiffness Degradation on the Seismic Response of Structural Systems |
| 748 | Instrumental Assessment of the Predictive Capability of Nonlinear Static Analysis Procedures for Seismic Evaluation of Buildings |
| 758 | Seismic Retrofitting of Existing RC Frames with Buckling Restrained Braces |
| 770 | From Research to Practice: Transforming Analysis in the Design Office A Simplified Axial-Shear-Flexure Interaction Approach for Load and Displacement Capacity of Reinforced Concrete Columns |
| 782 | An Energy Spectrum Method for Seismic Evaluation of Structures |
| 794 | Seismic Evaluation and Rehabilitation of Concentrically Braced Frames |
| 806 | Simplified Analysis Methods for Low-Rise Buildings Displacement-Based Assessment Procedure for Regular Confined Masonry Buildings in Seismic Regions |
| 818 | Ductility-Related Force Modification Factors of Wood Constructions with Shear Walls of Different Ductility |
| 830 | Nonlinear Performance Based Seismic Assessment for Low-Rise Buildings |
| 840 | Innovative Approaches to Rehabilitation 1 New Materials and Innovative Approaches for Seismic Rehabilitation Evaluation of a Sprayable, Ductile Cement-Based Composite for the Seismic Retrofit of Unreinforced Masonry Infills |
| 852 | Experimental Investigation of Concrete Columns Wrapped with Shape Memory Alloy Spirals |
| 858 | Improving Seismic Performance Using Seismic Isolation and/or Tuned Mass Dampers An Innovative Application of Base Isolation Technology |
| 872 | Analytical and Experimental Studies on Seismic Behavior of Buildings with Mid-Story Isolation |
| 884 | Seismic Isolation Retrofit for Existing Buildings in Japan |
| 896 | Seismic Retrofit of a Landmark Structure Using a Mass Damper |
| 909 | Seismic Retrofitting of Three Important Buildings in Italy and Turkey |
| 922 | Improving the Seismic Evaluation of Existing Structures through Monitoring Assessment of ASCE-7 Ground Motion Scaling Method Using Computer Model of Instrumented High-Rise Building |
| 933 | Estimation of Seismic Performance of Existing Steel Moment Resisting Frame Buildings by Using Continuous Models |
| 943 | Performance Comparisons of External Strengthening Methods for Deficient RC Frames |
| 954 | Improving Seismic Performance Using Viscous or Friction Dampers Identification and Modeling of Limit States of Viscous Dampers under Large Earthquakes |
| 966 | Seismic Rehabilitation of Extreme Soft-Story School Building with Friction Dampers Using the ASCE 41 Standard |
| 972 | Structural Optimization of Viscous Dampers Using Genetic Algorithms for Improving Seismic Performance of Existing Buildings |
| 984 | Viscous Dampers Used to Renovate Twin 17-Story State Buildings |
| 996 | Improved Seismic Performance Using Other Types of Supplemental Damping—I Arc Shaped Damper Retrofit Technique for Existing Rail Way Viaduct Structures |
| 1005 | Comparison of Retrofitting Techniques for Existing Steel Moment Resisting Frames |
| 1017 | Seismic Retrofitting Using Energy Dissipation Façades |
| 1027 | Seismic Retrofit Using Rocking Walls and Steel Dampers |
| 1039 | Improved Seismic Performance Using Other Types of Supplemental Damping—II Dynamic Response of Steel Moment-Frame Structures with Hybrid Passive Control Systems |
| 1051 | Non-Structural Reinforced Concrete Partition Walls as Secondary Damping Devices |
| 1063 | The Evaluation of a Damper Device with High Damping Rubber for Wooden Houses |
| 1074 | Innovative Approaches to Rehabilitation 2 Case Study of Comprehensive Nonlinear Analysis and Laboratory Testing of RC Concrete Structure Benefits of Using Nonlinear Analysis on Seismic Retrofit from Structural Engineering Standpoint |
| 1085 | Seismic Rehabilitation—Benefits of Component Testing |
| 1094 | The Importance of Performance-Based Geotechnical Parameters for Nonlinear Analysis |
| 1103 | Infilled Non-Ductile Concrete Frames FRP Retrofit for Collapse Mitigation of RC Frames with URM Infills: 3-D Computational Modeling of an As-Built and Retrofitted One Story Building |
| 1110 | Infill Walls as a Spine to Enhance the Seismic Performance of Non-Ductile Reinforced Concrete Frames |
| 1122 | Seismic Behavior of Reinforced Concrete Frame with New CFRP Units Infilled Wall |
| 1134 | Seismic Performance of Non-Ductile RC Frames with Brick Infill |
| 1146 | Mitigation Policy Issues, Strategies, and Ongoing Programs 1 Addressing the Global Earthquake Risks Posed by Existing Buildings Istanbul Seismic Risk Mitigation and Emergency Preparedness Project (ISMEP) |
| 1158 | Building Capacity in Delhi to Seismically Retrofit Existing Important Buildings |
| 1170 | Earthquakes and Existing Buildings: New Zealand Experience 1968 to 2008 |
| 1180 | Policy Issues with Soft Story Residential Buildings Mitigating San Francisco’s Soft-Story Building Problem |
| 1192 | Problem to Policy: Linking Hazard and Residential Building Data to Policy Decisions |
| 1197 | Emerging Seismic Mitigation Programs for Hazardous Wood-Frame Structures ATC-50, Seismic Grading and Retrofitting Project for Detached Single-Family Wood-Frame Dwellings |
| 1208 | Loss Estimates for Large Soft-Story Woodframe Buildings in San Francisco |
| 1221 | Strengthening of Existing Light-Framed Buildings with Gypsum Shear Walls Using a Newly Developed Fiber Reinforced Polymer (FRP) Assembly |
| 1230 | Use of Garage Doors to Resist Lateral Forces |
| 1241 | Mitigation Policy Issues, Strategies, and Ongoing Programs 2 Concrete Coalition: Finding and Fixing Dangerous Buildings The Concrete Coalition: A Panel Discussion on Understanding the Policy, Inventory, and Technical Problems Associated with Pre-1980 Concrete Buildings |
| 1252 | Overcoming Technical Impediments to Risk Awareness A ShakeCast User’s Observations on the Benefits of Situational Awareness for Seismic Risk Management |
| 1258 | Applications and Challenges to Using HAZUS-MH for Building Seismic Risk Awareness |
| 1264 | End-to-End Seismic Risk Management Software |
| 1275 | Probabilistic Seismic Hazard Assessment for Quetta and Surrounding Region |
| 1286 | Earthquake Surface Fault Rupture Design Considerations Designing Buildings to Accommodate Earthquake Surface Fault Rupture |
| 1298 | Evaluation and Retrofit for Fault Rupture: UC Berkeley, Bowles Hall |
| 1312 | UC Berkeley’s California Memorial Stadium: Seismic Strengthening of an Historic Structure Residing over an Active Fault |
| 1322 | Mitigation Policy Issues, Strategies, and Ongoing Programs 3 Improving the Seismic Performance of Historic Buildings: An International Perspective Seismic Assessment and Rehabilitation of Historical Unreinforced Masonry (URM) Buildings in Istanbul |
| 1334 | The Improving of the Seismic Performance of Existing Old Public Unreinforced Masonry Buildings |
| 1346 | Traditional and Innovative Techniques for the Seismic Strengthening of Barrel Vaulted Structures Subjected to Rocking of the Abutments |
| 1358 | Posters Poster Session 1 Cyclic Model for High Performance Fiber Reinforced Cementitious Composite Structures |
| 1370 | Development of Seismic Vulnerability Curves for Masonry Buildings Using the Applied Element Method |
| 1378 | Distribution of Inelastic Demand in Slender R/C Shear Walls Subjected to Eastern North America Ground Motions |
| 1391 | Importance of Wood and Iron Tension Members on Seismic Performance of Historic Masonry Buildings: Three Case Studies from Turkey |
| 1401 | Seismic Enhancement of Existing Buildings by Means of Fiber Reinforced Concrete Diaphragms |
| 1413 | Seismic Resistance of Fire-Damaged Reinforced Concrete Columns |
| 1425 | Poster Session 2 Static Pushover Analysis Based on an Energy-Equivalent SDOF System: Application to Spatial Systems |
| 1434 | Steel Bar Fracture of Reinforced Concrete Frame under Extremely Strong Seismic Load |
| 1446 | Structural Pounding Response Mitigation by Liquid Dampers |
| 1457 | Studying the Rehabilitation of Existing Structures Using Compound System of Cables and Shape Memory Alloys |
| 1466 | Poster Session 3 Seismic Retrofit of Reinforced Concrete Beam-Column Joints with CFRP Composites |
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