EVALUATION ON PERFORMANCE OF RC COLUMNS AND SRC COLUMNS SUBJECTED TO REPEATED HORIZONTAL FORCE-Reference-Cited by-同舟云学术

EVALUATION ON PERFORMANCE OF RC COLUMNS AND SRC COLUMNS SUBJECTED TO REPEATED HORIZONTAL FORCE

Published:2000 Issue:527 Volume:65 Page:167-174
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:

UCHIDA Yasuhiro¹,KOJO Yasuhiko²,BOCHI Akito³,MITANI Isao⁴,ARIMA Fuyuki⁵

Affiliation:

1. Dept. of Architecture, Faculty of Eng., Kagoshima University

2. Nishimatu Construction Co.

3. Ando Construction Co.

4. Dept. of Construction, Faculty of Eng., Kobe University

5. Daiwa House Industry Co.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/65/527/65_KJ00004087703/_pdf

Reference6 articles.

1. 3) YAMADA M. Effect of Cyslic Loading on Buildings, proceedings of the Intematinal Conference on the Planning and Tall Buildings. ASCE-IABSE. Lehigh University. (1972)

2. 5) IGARASHI S. Inelastic Behaviours of Structral Steel Sections under Altemative Loadings. Transactions of Architectural Institute of Japan. (1970) vol.169, p.53-62.

3. 15) DARWIN D. Inelastic Model for Cyclic Biaxial Loading of Reinfoced Concrete. Univ. of Illinoi, Civ. Eng. Stud.. (1974)

4. 19) UCHIDA Y. Estination of Cumulative Damage of Beam-Columns and Frames Subjected to Repeated Loading. Proceedings of 11WCEE. (1996)

5. 20) UCHIDA Y. Prediction of Cumulative Damage in SRC Beam-Columns. Intemational Conference on Composite Construction-Conventional and Innovative. (1997) p.621-626.

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1. EXPERIMENTAL STUDY ON POST-LOCAL BUCKLING BEHAVIOR OF CFT BEAM-COLUMNS UNDER CYCLIC LOADING : Elasto-plastic behavior of square CFT beam-columns Part 1;Journal of Structural and Construction Engineering (Transactions of AIJ);2001