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 P-774, Unreinforced Masonry Buildings and Earthquakes, Developing Successful Risk Reduction Programs" is 1.
Minimum quantity for "Comparison of United States and New Zealand Seismic Design Practices for Highway Bridges" is 1.
Minimum quantity for "Evaluation of the Performance of Seismically Retrofitted Buildings" is 1.
Minimum quantity for "Seismic Resistance of Reinforced Concrete Shear Walls and Frame Joints: Implications of Recent Research for Design Engineers" is 1.
Minimum quantity for "Guidelines for Seismic Testing of Components of Steel Structures" is 1.
Minimum quantity for "Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection Tests and Other Experimental Specimens" is 1.
Minimum quantity for "Preliminary Evaluation of Methods for Defining Performance" is 1.
Minimum quantity for "Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design" is 1.
Minimum quantity for "Behavior and Design of Radius Cut Reduced Beam Section Connections" is 1.
Minimum quantity for "The Missing Piece: Improving Seismic Design and Construction Practices" is 1.
Minimum quantity for "Weld Acceptance Criteria for Seismically-Loaded Welded Connections" is 1.