Minimum quantity for "Test of a Free Flange Connection with a Composite Floor Slab" is 1.
Minimum quantity for "Cyclic Testing of a Free Flange Moment Connection" is 1.
Minimum quantity for "Improvement of Welded Connections Using Fracture Tough Overlays" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects" is 1.
Minimum quantity for "Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connection" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Steel Special Moment Frames for Seismic Loads" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads" is 1.
Minimum quantity for "Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections" is 1.
Minimum quantity for "Failure of a Column K-Area Fracture" is 1.
Minimum quantity for "Inspection Technology Workshop" is 1.
Minimum quantity for "Preliminary Assessment of the Impact of the Northridge Earthquake on Construction Costs of Steel Moment Frame Buildings" is 1.
Minimum quantity for "Selected Results from the SAC Phase 1 Beam-Column Connection Pre-Test Analyses" is 1.
Minimum quantity for "Selected Documents from the U.S.-Japan Workshop on Steel Fracture Issues" is 1.
Minimum quantity for "Survey of Computer Programs for the Analysis of Steel Moment Frame Structures" 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 "Strength and Ductility of FR Welded-Bolted Connections" is 1.
Minimum quantity for "Effects of Strain Hardening and Strain Aging on the K-Region of Structural Shapes" is 1.
Minimum quantity for "Implementation Issues for Improved Seismic Design Criteria: Report on the Social, Economic, Policy and Political Issues Workshop" is 1.
Minimum quantity for "Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment Resisting Frames" is 1.
Minimum quantity for "Appendix to: Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment Resisting Frames" is 1.
Minimum quantity for "Through-Thickness Strength and Ductility of Column Flanges in Moment Connections" is 1.
Minimum quantity for "The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety" is 1.
Minimum quantity for "Effects of Strength/Toughness Mismatch on Structural and Fracture Behaviors in Weldments" is 1.
Minimum quantity for "Assessment of the Reliability of Available NDE Methods for Welded Joints and the Development of UT Procedures" is 1.
Minimum quantity for "Characterization of the Material Properties of Rolled Sections" is 1.
Minimum quantity for "Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes" is 1.
Minimum quantity for "Clarifying the Extent of Northridge-Induced Weld Fracturing; Examining the Related Issue of UT Reliability" is 1.
Minimum quantity for "The Impact of Earthquakes on Welded Steel Moment Frame Buildings: Experience in Past Earthquakes" is 1.
Minimum quantity for "Assessment of the Benefits of Implementing the New Seismic Design Criteria and Inspection Procedures" is 1.
Minimum quantity for "Earthquake Loss Estimation Methods for WSMF Buildings" is 1.
Minimum quantity for "Simplified Loss Estimation for Pre-Northridge WSMF Buildings" is 1.
Minimum quantity for "Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections" is 1.
Minimum quantity for "Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings" is 1.
Minimum quantity for "Effects of Hysteretic Deterioration Characteristics on Seismic Response of Moment Resisting Steel Structures" is 1.
Minimum quantity for "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.
Minimum quantity for "Local and Lateral-Torsional Buckling of Wide-Flange Beams" is 1.
Minimum quantity for "Elastic Models for Predicting Building Performance" is 1.
Minimum quantity for "Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods" is 1.
Minimum quantity for "Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II" is 1.
Minimum quantity for "Seismic Design Criteria for Steel Moment-Frame Structures" is 1.
Minimum quantity for "SAC Training Presentations" is 1.
Minimum quantity for "Proceedings of the Invitational Workshop on Steel Seismic Issues" is 1.
Minimum quantity for "Cyclic Testing of Narrow Plywood Shear Walls" is 1.
Minimum quantity for "Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Next-Generation Performance-Based Seismic Design Guidelines" is 1.
Minimum quantity for "FEMA 461, Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components" is 1.
Minimum quantity for "FEMA P-440A, Effects of Strength and Stiffness Degradation on Seismic Response" is 1.
Minimum quantity for "FEMA P-420, Engineering Guideline for Incremental Seismic Rehabilitation" is 1.
Minimum quantity for "FEMA P-646, Guidelines for Design of Structures for Vertical Evacuation from Tsunamis (Second Edition)" is 1.
Minimum quantity for "FEMA P-646A, Vertical Evacuation from Tsunamis: A Guide for Community Officials" is 1.
Minimum quantity for "FEMA 389, Primer for Design Professionals: Communicating with Owners and Managers of New Buildings on Earthquake Risk" is 1.
Minimum quantity for "Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors" is 1.
Minimum quantity for "Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Safer at Home in Earthquakes: A Proposed Earthquake Safety Program" 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 "NEHRP Seismic Design Technical Brief No. 5: Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms, A Guide for Practicing Engineers" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 6: Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams, A Guide for Practicing Engineers" is 1.
Minimum quantity for "Selecting and Scaling Earthquake Ground Motions for Performing Response-History Analyses" is 1.
Minimum quantity for "Proceedings of Workshop on Tall Building Seismic Design and Analysis Issues" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 8: Seismic Design of Steel Special Concentrically Braced Frame Systems: A Guide for Practicing Engineers" is 1.
Minimum quantity for "Earthquake-Resilient Lifelines: NEHRP Research, Development and Implementation Roadmap" is 1.
Minimum quantity for "FEMA P-795, Quantification of Building Seismic Performance Factors: Component Equivalency Methodology" is 1.
Minimum quantity for "Seismic Design Criteria for Bridges and Other Highway Structures: Current and Future" is 1.
Minimum quantity for "Impact Assessment of Selected MCEER Highway Project Research on the Seismic Design of Highway Structures" 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
Minimum quantity for "Use of High-Strength Reinforcement in Earthquake-Resistant Concrete Structures" is 1.
Minimum quantity for "FEMA E-74, Reducing the Risks of Nonstructural Earthquake Damage – A Practical Guide" is 1.
Minimum quantity for "NEHRP Workshop on Meeting the Challenges of Existing Buildings Prioritized Research for Reducing the Seismic Hazards of Existing Buildings" is 1.
Minimum quantity for "Cost Analyses and Benefit Studies for Earthquake-Resistant Construction in Memphis, Tennessee" is 1.
Minimum quantity for "Critical Assessment of Lifeline System Performance: Understanding Societal Needs in Disaster Recovery" is 5.
This publication was developed to provide school administrators with the information necessary to assess the seismic vulnerability of their buildings, and to implement a program of incremental seismic rehabilitation for those buildings.
Minimum quantity for "FEMA 395, Incremental Seismic Rehabilitation of School Buildings (K-12): Providing Protection to People and Buildings" 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.
Minimum quantity for "FEMA P-1091, Recommended Simplified Provisions for Seismic Design Category B Buildings" is 1.
Minimum quantity for "FEMA P-58-CD, Seismic Performance Assessment of Buildings, Methodology and Implementation, Third Edition" is 1.
FEMA P-749, Earthquake-Resistant Design Concepts: An Introduction to Seismic Provisions for New Buildings, provides an overview of earthquake-resistant design concepts and their context within the seismic requirements of U.S. building codes.