THE FACTORS WHICH INFLUENCE STRENGTH DETERIORATION OF RC COLUMNS FAILING IN SHEAR AFTER FLEXURAL YIELDING-Reference-Cited by-同舟云学术

THE FACTORS WHICH INFLUENCE STRENGTH DETERIORATION OF RC COLUMNS FAILING IN SHEAR AFTER FLEXURAL YIELDING

Published:2005 Issue:593 Volume:70 Page:129-136
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:

HANAI Nobuaki¹,UMEMURA Hisashi²,ICHINOSE Toshikatsu²

Affiliation:

1. Nagoya Institute of Technology

2. Dept. of Architecture and Design, Nagoya Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/70/593/70_KJ00004392848/_pdf

Reference10 articles.

1. 1) SOZEN M. A. The Theory for Almost Nothing. The Fifth US-Japan Workshop on Performance-Based Engineering for Reinforced Concrete Building Structures, Sep. 2003. (2003)

2. 4) BENZONI G. Seismic Shear Strangth of Reinforced Concrete Columns. J. Struct. Engineering, ASCE. (1994) vol.12, no.8, p.2310-2329.

3. 5) POPOV E. P. Cyclic Behavior of Three R/C Flexural Members with High Shear. Earthquake Engineering Research Center, University of California. (1972)

4. 6) COLLINS M. P. Prestressed Concrete Structures. Prentice-Hall, Inc.. (1991)

5. Failure Mechanism Comparison of Reversed Cyclic Loading Failure with Shear Failure

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. DAMAGE EVALUATION AND PROPOSAL OF EQUATION TO CALCULATE DISSIPATED ENERGY AT SAFETY LIMIT STATE FOR R/C BEAMS WITH FREXURAL YIELDING UNDER EARTHQUAKES;Journal of Structural and Construction Engineering (Transactions of AIJ);2007

2. SIZE EFFECT ON DEFORMATION CAPACITY OF RC COLUMNS FAILING IN SHEAR AFTER FLEXURAL YIELDING;Journal of Structural and Construction Engineering (Transactions of AIJ);2006