Pushover of Hybrid Coupled Walls. II: Analysis and Behavior
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, FL 32816-2450.
2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, FL 32816-2450.
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%282002%29128%3A10%281282%29
Reference15 articles.
1. Seismic Response of R/C Frame‐Wall Structures
2. American Institute of Steel Construction (AISC) Seismic. (1997). Seismic provisions for structural steel buildings AISC Chicago.
3. El-Tawil S. Kuenzli C. M. and Hassan M. (2002). “Pushover of hybrid coupled walls. I: Design and modeling.” J. Struct. Eng. 128(10) 1272–1281.
4. Federal Emergency Management Agency (FEMA)-273. (1997). “NEHRP guidelines for the seismic rehabilitation of buildings.” FEMA 273/October 1997 Applied Technology Council (ATC-33 Project) Redwood City Calif.
5. Federal Emergency Management Agency (FEMA)-302. (1997). “NEHRP recommended provisions for seismic regulations for new buildings and other structures. Part I—Provisions.” FEMA 302/February 1998 Building Seismic Safety Council Washington D.C.
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