Effect of Beam Growth on Reinforced Concrete Frames-Reference-Cited by-同舟云学术

Effect of Beam Growth on Reinforced Concrete Frames

Published:2004-09 Issue:9 Volume:130 Page:1333-1342
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kim Jubum¹,Stanton John²,MacRae Gregory³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Clarkson Univ., Potsdam, NY 13699.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

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%3A9%281333%29

Reference18 articles.

1. Fenwick R. and Davidson B. (1995). “Elongation in ductile seismic-resistant reinforced concrete frames.” Proc. Tom Paulay Symp. Farmington Hills Mich. American Concrete Institute SP 157-7 143–170.

2. Fenwick R. and Fong A. (1979). “The behavior of reinforced concrete beams under cyclic loading.” Research Rep. No. 176 Dept. of Civil Engineering Univ. of Auckland Auckland New Zealand.

3. Elongation and load deflection characteristics of reinforced concrete members containing plastic hinges.;Fenwick R. C.;Bull. NZ National Soc. Earthquake Eng.,1993

4. International Conference of Building Officials (ICBO). (1997). Uniform building code Whittier Calif.

5. Kim J. (2002). “Behavior of hybrid frames under seismic loading.” PhD thesis Univ. of Washington Seattle.

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