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Minimum quantity for "Seismic Analysis, Design, and Installation of Nonstructural Components and Systems – Background and Recommendations for Future Work" is 1.
Minimum quantity for "Guidelines for Seismic Design and Construction of Single-Story Masonry Dwellings in Seismic Zone 2" is 1.
Minimum quantity for "Guidelines for Seismic Testing of Components of Steel Structures" is 1.
Minimum quantity for "Evaluation and Repair of Earthquake Damaged Concrete and Masonry Wall Buildings" is 1.
Minimum quantity for "Experimental Investigations of Beam-Column Subassemblages, Part 1 and 2" is 1.
Minimum quantity for "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies" is 1.
Minimum quantity for "Behavior and Design of Radius Cut Reduced Beam Section Connections" is 1.
Minimum quantity for "Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project" is 1.
Minimum quantity for "SAC Steel Project, Background Documents" is 1.
Minimum quantity for "FEMA P-807, Seismic Evaluation and Retrofit of Multi-Unit Wood-Frame Buildings with Weak First Stories" 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.
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.
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