Minimum quantity for "Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connection" is 1.
Minimum quantity for "Database on the Performance of Structures near Strong-Motion Recordings: 1994 Northridge Earthquake" is 1.
Minimum quantity for "Cyclic Tests on Simple Connections, Including Effects of the Slab" is 1.
Minimum quantity for "Cyclic Testing of Narrow Plywood Shear Walls" is 1.
Minimum quantity for "Cyclic Testing of Bolted Moment End-Plate Connections" is 1.
Minimum quantity for "Cyclic Testing of a Free Flange Moment Connection" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects" is 1.
Minimum quantity for "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.
Minimum quantity for "Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections" 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 "Comparison of Seismic Design Practices in the United States and Japan" is 1.