DISPLACEMENT-BASED SEISMIC DESIGN OF STRUCTURES
Performance of Two 18-Story Steel Moment-Frame Buildings in Southern California During Two Large Simulated San Andreas Earthquakes
Context in NEHRP Recommended Provisions Design basis : Strength limit state Using NEHRP Recommended Provisions : Structural design criteria : Chap . 4 Structural analysis procedures
Experimental Investigation of Light-Gauge Steel Plate Shear Walls
On the Use of Logic Trees for Ground-Motion Prediction Equations in Seismic-Hazard Analysis
LATERALLY BRACED COLD-FORMED STEEL FLEXURAL MEMBERS WITH EDGE STIFFENED FLANGES