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 "Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects" is 1.
Minimum quantity for "Cyclic Tests on Simple Connections, Including Effects of the Slab" is 1.
Minimum quantity for "FEMA 352, Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings" is 1.
Minimum quantity for "Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes" is 1.
Minimum quantity for "FEMA 440, Improvement of Nonlinear Static Seismic Analysis Procedures" is 1.
Minimum quantity for "Selected Documents from the U.S.-Japan Workshop on Steel Fracture Issues" is 1.
Minimum quantity for "FEMA 351, Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings" is 1.
Minimum quantity for "Dynamic Tension Tests of Simulated Welded Beam Flange Connections" is 1.
Minimum quantity for "FEMA 355C, State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquakes" is 1.
Minimum quantity for "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies" is 1.
Minimum quantity for "FEMA 353, Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications" is 1.