Minimum quantity for "The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety" 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 "Cyclic Testing of Bolted Moment End-Plate Connections" is 1.
Minimum quantity for "Bolted Flange Plate Connections" is 1.
Minimum quantity for "Strength and Ductility of FR Welded-Bolted Connections" is 1.
Minimum quantity for "Tests on Bolted Connections Part II: Appendices" is 1.
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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.
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.
Minimum quantity for "Comparison of U.S. and Chilean Building Code Requirements and Seismic Design Practice 1985–2010" is 1.
Minimum quantity for "FEMA 355F, State of the Art Report on Performance Prediction and Evaluation of Steel Moment-Frame Structures" is 1.