Elongation of Reinforced Concrete Members Subjected to Cyclic Loading-Reference-Cited by-同舟云学术

Elongation of Reinforced Concrete Members Subjected to Cyclic Loading

Published:2010-09 Issue:9 Volume:136 Page:1044-1054
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Eom Tae-Sung¹²,Park Hong-Gun¹²

Affiliation:

1. Lecturer, Dept. of Architecture, Catholic Univ. of Daegu, 330, Kuemnak-ri, Hayang-eup, Gyeongsan-si, Gyeongbuk 712-702, South Korea.

2. Associate Professor, Dept. of Architecture, Seoul National Univ., San 56-1, Shinlim-Dong, Kwanak-Gu, Seoul 151-744, South Korea. (corresponding author)

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%29ST.1943-541X.0000201

Reference13 articles.

1. Brown R. H. and Jirsa J. O. (1971). “Shear transfer of reinforced concrete beams under reversed loading.” ACI special publication 42-16 American Concrete Institute Detroit 347–357.

2. Fenwick R. and Davidson B. (1995). “Elongation in ductile seismic resistant reinforced concrete frames.” Proc. Tom Paulay Symp. American Concrete Institute 143–170.

3. Kabeyasawa T. Sanada Y. and Maeda M. (2000) “Effect of beam axial deformation on column shear in reinforced concrete frames.” Proc. 12th World Conference on Earthquake Engineering Paper No. 1017 Society for Earthquake Engineering Auckland New Zealand.

4. Effect of Beam Growth on Reinforced Concrete Frames

5. Failure mechanism under reversed cyclic loading after flexural yielding;Kinugasa H.;Concrete Research and Technology, Japanese Concrete Institute,1994

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