Minimum quantity for "Proceedings of a Seminar and Workshop on Seismic Design and Performance of Equipment and Nonstructural Elements in Buildings and Industrial Structures" is 1.
Minimum quantity for "Proceedings of a Workshop on Earthquake Resistance of Highway Bridges" is 1.
Minimum quantity for "Proceedings of FEMA-Sponsored Workshop on Communicating Earthquake Risk" is 1.
This report provides the proceedings of a workshop conducted in 2013 with stakeholders on the topic of the FEMA P-58 Seismic Performance Assessment of Buildings methodology and its implementation.
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Minimum quantity for "Proceedings of FEMA-Sponsored Workshop on Performance-Based Design" is 1.
Minimum quantity for "Proceedings of Fifth U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" is 1.
Minimum quantity for "Proceedings of Fourth U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" is 1.
Minimum quantity for "Proceedings of National Earthquake Ground Motion Mapping Workshop" is 1.
Minimum quantity for "Proceedings of Second U.S.-Japan Workshop on Improvement of Building Seismic Design and Construction Practices" is 1.
Minimum quantity for "Proceedings of Seminar on New Developments in Earthquake Ground Motion Estimation and Implications for Engineering Design Practice" is 1.
Minimum quantity for "Proceedings of Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities" is 1.
Minimum quantity for "Proceedings of Seminar on Seismic Design, Retrofit, and Performance of Nonstructural Components" is 1.
Minimum quantity for "Proceedings of Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control" is 1.
Minimum quantity for "Proceedings of the Invitational Workshop on Steel Seismic Issues" is 1.
Minimum quantity for "Proceedings of Third U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" is 1.
Minimum quantity for "Proceedings of Workshop for Utilization of Research on Engineering and Socioeconomic Aspects of the 1985 Chile and Mexico Earthquakes" is 1.
Minimum quantity for "Proceedings of Workshop on Improved Characterization of Strong Ground Shaking for Seismic Design" is 1.
Minimum quantity for "Proceedings of Workshop on Tall Building Seismic Design and Analysis Issues" is 1.
Minimum quantity for "Proceedings: Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities" is 1.
Minimum quantity for "Program Plan for the Development of Collapse Assessment and Mitigation Strategies for Existing Reinforced Concrete Buildings" is 1.
Minimum quantity for "Proposed Statistical and Reliability Framework for Comparing and Evaluating Predictive Models for Evaluation and Design, and Critical Issues in Developing Such Framework" is 1.
Minimum quantity for "Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection Tests and Other Experimental Specimens" is 1.
Minimum quantity for "Raccomandazioni Congiunte Stati Uniti-Italia" is 1.
Minimum quantity for "Raccomandazioni congiunte Stati Uniti-Italia per il Controventamento e lÍAncoraggio dei Componenti Non Strutturali negli Ospedali Italiani" is 1.
Minimum quantity for "Rapid Observation of Vulnerability and Estimation of Risk (ROVER), Version 2, User Guide" is 1.
Minimum quantity for "Rapid Visual Screening of Buildings for Potential Seismic Hazards Training Manual" is 1.
Minimum quantity for "Recommendations for Improved Seismic Performance of Nonstructural Components" is 1.
This report presents documentation of reinforced concrete wall failure modes and observed damage following the 2010 Maule, Chile earthquake and recommendations from studies evaluating critical issues in the design of reinforced concrete walls.
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Minimum quantity for "Recommended LRFD Guidelines for the Seismic Design of Highway Bridges" is 1.
Minimum quantity for "Recommended U.S.-Italy Collaborative Guidelines for Bracing and Anchoring Nonstructural Components in Italian Hospitals" is 1.
Minimum quantity for "Recommended U.S.-Italy Collaborative Procedures for Earthquake Emergency Response Planning for Hospitals in Italy" is 1.
Minimum quantity for "Redesign of Three Multistory Buildings: A Comparison Using ATC-3-06 and 1982 UBC Design Provisions" is 1.
Minimum quantity for "Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods" is 1.
This report documents identification of critical deficiencies, refinement of the list of common deficiencies, and development of collapse mitigation strategies for older reinforced concrete buildings.
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Minimum quantity for "Round-Robin Testing of Ultrasonic Testing Technicians" is 1.
Minimum quantity for "SAC Phase 2 Test Plan" is 1.
Minimum quantity for "SAC Steel Project, Background Documents" is 1.
Minimum quantity for "SAC Training Presentations" is 1.
Minimum quantity for "Safer at Home in Earthquakes: A Proposed Earthquake Safety Program" is 1.
Minimum quantity for "Seismic Analysis, Design, and Installation of Nonstructural Components and Systems – Background and Recommendations for Future Work" is 1.
Minimum quantity for "Seismic Design Criteria for Bridges and Other Highway Structures: Current and Future" is 1.
Minimum quantity for "Seismic Design Criteria for Steel Moment-Frame Structures" is 1.
Minimum quantity for "Seismic Design Guidelines for Highway Bridges" is 1.
Minimum quantity for "Seismic Evaluation and Retrofit of Concrete Buildings" is 1.
Minimum quantity for "Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings" is 1.
Minimum quantity for "Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Seismic Resistance of Reinforced Concrete Shear Walls and Frame Joints: Implications of Recent Research for Design Engineers" is 1.
Minimum quantity for "Seismic Retrofitting Guidelines for Highway Bridges" is 1.
Minimum quantity for "Seismic Vulnerability and Impact of Disruption of Lifelines in the Conterminous United States" is 1.
Minimum quantity for "Selected Documents from the U.S.-Japan Workshop on Steel Fracture Issues" is 1.
Minimum quantity for "Selected Results from the SAC Phase 1 Beam-Column Connection Pre-Test Analyses" is 1.
Minimum quantity for "Selecting and Scaling Earthquake Ground Motions for Performing Response-History Analyses" is 1.
Minimum quantity for "Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connection" is 1.
Minimum quantity for "Simplified Loss Estimation for Pre-Northridge WSMF Buildings" is 1.
Minimum quantity for "Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Soil-Structure Interaction for Building Structures" is 1.
Minimum quantity for "Steel Moment-Frame Connection Advisory No. 3" is 1.
Minimum quantity for "Strength and Ductility of FR Welded-Bolted Connections" is 1.
Minimum quantity for "Structural Response Modification Factors" is 1.
Minimum quantity for "Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes" is 1.
Minimum quantity for "Survey of Computer Programs for the Analysis of Steel Moment Frame Structures" is 1.
Minimum quantity for "Surveys and Assessment of Damage to Buildings Affected by the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "Tentative Provisions for the Development of Seismic Regulations for Buildings" is 1.
Minimum quantity for "Test of a Free Flange Connection with a Composite Floor Slab" is 1.
Minimum quantity for "Tests on Bolted Connections Part I: Technical Report" is 1.
Minimum quantity for "Tests on Bolted Connections Part II: Appendices" is 1.
Minimum quantity for "The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety" is 1.
Minimum quantity for "The Home Builders Guide for Earthquake Design" is 1.
Minimum quantity for "The Impact of Earthquakes on Welded Steel Moment Frame Buildings: Experience in Past Earthquakes" is 1.
Minimum quantity for "The Missing Piece: Improving Seismic Design and Construction Practices" is 1.
Minimum quantity for "Through-Thickness Properties of Structural Steels" is 1.
Minimum quantity for "Through-Thickness Strength and Ductility of Column Flanges in Moment Connections" is 1.
Minimum quantity for "U.S.-Italy Collaborative Recommendations for Improved Seismic Safety of Hospitals in Italy" is 1.
The report documents a study to evaluate whether using reinforcement with yield strength greater than 60 ksi in structural members that resist earthquake forces is appropriate in the United States
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Minimum quantity for "Weld Acceptance Criteria for Seismically-Loaded Welded Connections" is 1.
An electronic copy of Հայաստանի Հանրապետությունում գոյություն ունեցող դպրոցական շենքերի սեյսմակայուն վերակառուցման և նոր դպրոցական շենքերի նախագծման ուղեցույց is available in the More Info tab.