Nonlinear Analysis of RC Beam Subject to Cyclic Loading-Reference-Cited by-同舟云学术

Nonlinear Analysis of RC Beam Subject to Cyclic Loading

Published:2001-12 Issue:12 Volume:127 Page:1436-1444
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kwak Hyo-Gyoung¹²,Kim Sun-Pil¹²

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Korea Advanced Inst. of Sci. and Technol., 373-1 Kusong-dong, Yusong-gu, Taejon 305-701, Korea.

2. Grad. Student, Dept. of Civ. Engrg., Korea Advanced Inst. of Sci. and Technol., 373-1 Kusong-dong, Yusong-gu, Taejon 305-701, Korea.

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%282001%29127%3A12%281436%29

Reference26 articles.

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2. Burns N. H. and Siess C. P. ( 1962). “Load-deformation characteristics of beam-column connections in reinforced concrete.” Civil Engrg. Studies SRS No.234 Univ. of Illinois Urbana.

3. Chang and Mander. ( 1994a). . “Seismic energy based fatigue analysis of bridge columns. I: Evaluation of seismic capacity.” NCEER Tech. Rep. 94-0006 Nat. Ctr. for Earthquake Engrg. Res. State University of New York Buffalo N.Y.

4. Chang and Mander. ( 1994b). . “Seismic energy based fatigue analysis of bridge columns. II: Evaluation of seismic demand.” NCEER Tech. Rep. 94-0013 Nat. Ctr. for Earthquake Engrg. Res. State University of New York Buffalo N.Y.

5. Chung Y. S. Meyer C. and Shinozuka M. ( 1998). “Modeling of concrete damage.” ACI Struct. J. 86(3) 259–271.

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