Minimum quantity for "Benchmarking of Analysis Programs for SMRF System Performance Studies" is 1.
Minimum quantity for "FEMA 355F, State of the Art Report on Performance Prediction and Evaluation of Steel Moment-Frame Structures" is 1.
This report documents the technical basis for the rapid visual screening procedure described in FEMA P-154.
Minimum quantity for "FEMA P-155, Rapid Visual Screening of Buildings for Potential Seismic Hazards: Supporting Documentation (Third Edition)" is 1.
Minimum quantity for "Built to Resist Earthquakes, The Path to Quality Seismic Design and Construction" is 1.
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Minimum quantity for "Cyclic Testing of Bolted Moment End-Plate Connections" 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.
This report presents a comparison of seismic design criteria and practices embodied in U.S. and Chilean building codes in the period immediately preceding the 2010 Maule earthquake.
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Minimum quantity for "Guidelines for Seismic Testing of Components of Steel Structures" is 1.
Minimum quantity for "Preliminary Evaluation of Methods for Defining Performance" is 1.
Minimum quantity for "The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety" is 1.
Minimum quantity for "Survey of Computer Programs for the Analysis of Steel Moment Frame Structures" is 1.
Minimum quantity for "Round-Robin Testing of Ultrasonic Testing Technicians" is 1.
This report describes the performance of structural and nonstructural systems in the 2014 South Napa earthquake.
Minimum quantity for "FEMA P-1024, Performance of Buildings and Nonstructural Components in the 2014 South Napa Earthquake" is 1.
Minimum quantity for "FEMA 350, Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings" is 1.
Minimum quantity for "Tentative Provisions for the Development of Seismic Regulations for Buildings" is 1.
Minimum quantity for "Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections" is 1.
Minimum quantity for "Test of a Free Flange Connection with a Composite Floor Slab" is 1.
Minimum quantity for "Parametric Analytical Investigations of Ground Motion and Structural Response, Northridge Earthquake of January 17, 1994" is 1.