PERFORMANCE BASED SEISMIC DESIGN
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
High Performance Fiber Reinforced Cementitious Composites as Durable Material for Concrete Structure Repair