Inelastic Dynamic Behavior of Hybrid Coupled Walls

Author:

Hassan Mohammad1,El-Tawil Sherif2

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

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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