Truss Model for Nonlinear Analysis of RC Members Subject to Cyclic Loading-Reference-Cited by-同舟云学术

Truss Model for Nonlinear Analysis of RC Members Subject to Cyclic Loading

Published:2007-10 Issue:10 Volume:133 Page:1351-1363
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Park Honggun¹²,Eom Taesung¹²

Affiliation:

1. Associate Professor, Dept. of Architecture, Seoul National Univ., San 56-1, Shinlim-Dong, Kwanak-Gu, Seoul 151-744, South Korea. E-mail: parkhg@snu.ac.kr

2. Senior Researcher, Research Institute of Industrial Science and Technology, 79-5, Yongcheon, Dongtan, Hwasung, Kyungi-do 445-810, South Korea. E-mail: macraian@snu.ac.kr

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%282007%29133%3A10%281351%29

Reference36 articles.

1. Beam analysis using concrete tensile strength in truss models;Al-Nahlawi K. A.;ACI Struct. J.,1992

2. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete.” ACI 318-05 ACI 318R-05 Farmington Hills Mich.

3. American Society of Civil Engineers (ASCE). (2000). “Prestandard and commentary for the seismic Rehabilitation of Buildings.” FEMA-356 Reston Va.

4. Bertero V. V. Popov E. P. and Wang T. Y. (1974). “Hysteretic behavior of reinforced concrete flexural members with special web reinforcing bar.” Rep. No. EERC 74-9 College of Engineering Univ. of California Berkeley Calif.

5. Reinforced concrete beams under load reversals;Brown R. H.;J. Am. Concr. Inst.,1971

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