Evaluation of Drift Demands for the Seismic Performance Assessment of Frames
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742..
2. Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305..
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A7%281003%29
Reference19 articles.
1. Aydinoglu M. N. (2001). “Inelastic seismic response analysis based on story pushover curves including P-delta effects.” Rep. No. 2001/1 KOERI Dept. of Earthquake Engineering Bogazici Univ. Istanbul Turkey.
2. Amplification factors for inelastic dynamicp–Δ effects in earthquake analysis
3. Statistics of Single-Degree-of-Freedom Estimate of Displacement for Pushover Analysis of Buildings
4. A Nonlinear Analysis Method for Performance-Based Seismic Design
5. Federal Emergency Management Agency (FEMA). (2000a). “Prestandard and commentary for the seismic rehabilitation of buildings.” FEMA 356 Federal Emergency Management Agency Washington D.C.
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