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 "NEHRP Workshop on Meeting the Challenges of Existing Buildings Prioritized Research for Reducing the Seismic Hazards of Existing Buildings" is 1.
Minimum quantity for "Earthquake Aftershocks - Entering Damaged Buildings" is 1.
Minimum quantity for "Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings" is 1.
Minimum quantity for "FEMA P-695, Quantification of Building Seismic Performance Factors" is 1.
Minimum quantity for "Cyclic Testing of Narrow Plywood Shear Walls" is 1.
Minimum quantity for "Effects of Hysteretic Deterioration Characteristics on Seismic Response of Moment Resisting Steel Structures" is 1.
Minimum quantity for "Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects" is 1.
Minimum quantity for "Proceedings of a Workshop on Earthquake Resistance of Highway Bridges" is 1.
Minimum quantity for "Enhancing the Transfer of U.S. Geological Survey Research Results into Engineering Practice" is 1.
Minimum quantity for "Test of a Free Flange Connection with a Composite Floor Slab" is 1.
Minimum quantity for "FEMA 350, Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings" is 1.
Minimum quantity for "Selected Documents from the U.S.-Japan Workshop on Steel Fracture Issues" is 1.
Minimum quantity for "Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Round-Robin Testing of Ultrasonic Testing Technicians" is 1.
Minimum quantity for "An Evaluation of the Imperial County Services Building Earthquake Response and Associated Damage" is 1.
Minimum quantity for "Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connection" is 1.
Minimum quantity for "Impact Assessment of Selected MCEER Highway Project Research on the Seismic Design of Highway Structures" is 1.
Minimum quantity for "Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections" 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 "FEMA P-774, Unreinforced Masonry Buildings and Earthquakes, Developing Successful Risk Reduction Programs" is 1.
Minimum quantity for "FEMA P-50-1, Seismic Retrofit Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Survey of Computer Programs for the Analysis of Steel Moment Frame Structures" is 1.
Minimum quantity for "Design Examples Recommended LRFD Guidelines for the Seismic Design of Highway Bridges" is 1.
Minimum quantity for "FEMA E-74, Reducing the Risks of Nonstructural Earthquake Damage – A Practical Guide" is 1.
Minimum quantity for "The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety" is 1.
Minimum quantity for "Tests on Bolted Connections Part II: Appendices" is 1.
Minimum quantity for "Bolted Flange Plate Connections" is 1.
Minimum quantity for "Benchmarking of Analysis Programs for SMRF System Performance Studies" 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 "FEMA P-646A, Vertical Evacuation from Tsunamis: A Guide for Community Officials" is 1.
Minimum quantity for "FEMA 440, Improvement of Nonlinear Static Seismic Analysis Procedures" is 1.
Minimum quantity for "Cyclic Testing of Bolted Moment End-Plate Connections" is 1.
Minimum quantity for "Proceedings of 2nd Joint U.S.-New Zealand Workshop on Seismic Resistance of Highway Bridges" is 1.
Minimum quantity for "Parametric Analytical Investigations of Ground Motion and Structural Response, Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "Strength and Ductility of FR Welded-Bolted Connections" 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.
Minimum quantity for "Recommendations for Seismic Design of Reinforced Concrete Wall Buildings Based on Studies of the 2010 Maule, Chile Earthquake" is 1.
Minimum quantity for "Tentative Provisions for the Development of Seismic Regulations for Buildings" is 1.
Minimum quantity for "FEMA 356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings" is 1.
Minimum quantity for "A Framework to Update the Plan to Coordinate NEHRP Post-Earthquake Investigations" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 11: Seismic Design of Steel Buckling-Restrained Brace Frames, A Guide for Practicing Engineers" is 1.
Minimum quantity for "Seismic Design Criteria for Bridges and Other Highway Structures: Current and Future" is 1.
Minimum quantity for "Tests on Bolted Connections Part I: Technical Report" is 1.
Minimum quantity for "The Impact of Earthquakes on Welded Steel Moment Frame Buildings: Experience in Past Earthquakes" is 1.
Minimum quantity for "Built to Resist Earthquakes, The Path to Quality Seismic Design and Construction" is 1.
Minimum quantity for "Comparison of United States and New Zealand Seismic Design Practices for Highway Bridges" is 1.