LARGE DEFORMATION/POST-PEAK BEHAVIOR ANALYSIS OF CONCRETE BEAMS AND COLUMNS INCLUDING BOND-SLIP OF REINFORCEMENT-Reference-Cited by-同舟云学术

LARGE DEFORMATION/POST-PEAK BEHAVIOR ANALYSIS OF CONCRETE BEAMS AND COLUMNS INCLUDING BOND-SLIP OF REINFORCEMENT

Published:2004 Issue:580 Volume:69 Page:69-76
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

KOSHIKAWA Takeaki¹,UEDA Masaiki¹,WADA Toshinaga²,KIKUCHI Masaru¹

Affiliation:

1. Graduate School of Engineering, Hokkaido University

2. Dept. of Architecture, Hokkaido Polytechnic College

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/69/580/69_KJ00004090992/_pdf

Reference10 articles.

1. 1) MURRAY D. W. Finite-Element Large Deflection Analysis of Plates. ASCE. (1969) vol.95, no.EM1, p.143-165.

2. 3) SANEZ L. P. Discussion of "Equation for the Stress-Strain Curve of Concrete, by Desayi P. and Krishnan S". ACI JOURNAL. (1964) vol.61, no.9, p.1227-1239.

3. 4) CEB. CEB-FIP MODEL CODE 1990. (1990)

4. 5) CRISFIELD M. A. A Fast Incremental/Iterative Solution Procedure that Handles "Snap-Through". Computers & Structures. (1981) vol.13, p.55-62.

5. 6) CRISFIELD M. A. An arc-length method including line searches and accelerations. International Journal methods in engineering. (1983) vol.19, p.1269-1289.

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