Inelastic Dynamic Behavior of Hybrid Coupled Walls
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Central Florida, Orlando, FL 32816-2450.
2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125.
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%282004%29130%3A2%28285%29
Reference26 articles.
1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete (318-20) and commentary (318R-02).” ACI-318 Farmington Hills Mich.
2. American Institute of Steel Construction (AISC). AISC Seismic. (1997). “Seismic provisions for structural steel buildings.” Chicago.
3. Seismic Behavior of Slender Coupled Wall Systems
4. DIANA . (2000). Users manual—DIANA version 7 DIANA Analysis P.O. Box 113 2600 AC Delft The Netherlands.
5. Pushover of Hybrid Coupled Walls. I: Design and Modeling
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