Displacement-Based Design of Slender Reinforced Concrete Structural Walls—Experimental Verification-Reference-Cited by-同舟云学术

Displacement-Based Design of Slender Reinforced Concrete Structural Walls—Experimental Verification

Published:2004-04 Issue:4 Volume:130 Page:618-630
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Thomsen John H.¹,Wallace John W.²

Affiliation:

1. Engineer, Simpson Gumpertz & Heger Inc., 297 Broadway, Arlington, MA 02474-5310.

2. Associate Professor, Dept. of Civil and Environmental Engineering, UCLA, 5731 Boelter Hall, Los Angeles, CA 90095-1593.

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%3A4%28618%29

Reference12 articles.

1. American Concrete Institute (ACI). (1995 1999). “Building code requirements for structural concrete.” ACI 318-95 ACI 318-99 Farmington Hills Michigan.

2. Federal Emergency Management Agency (FEMA). (1997). “NEHRP guidelines for the seismic rehabilitation of buildings.” Rep. No. FEMA-273 FEMA Washington DC.

3. International Conference of Building Officials (ICBO). (1991 1994 1997). Uniform building code UBC-91 UBC-94 UBC-97 Whittier Calif.

4. Strength and Ductility of Confined Concrete

5. Design of slender reinfored concrete walls with openings.;Taylor C. P.;Struct. J.,1998

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