FORMULATION OF POST-PEAK BEHAVIOR OF REINFORCED CONCRETE COLUMNS INCLUDING COLLAPSE DRIFT-Reference-Cited by-同舟云学术

FORMULATION OF POST-PEAK BEHAVIOR OF REINFORCED CONCRETE COLUMNS INCLUDING COLLAPSE DRIFT

Published:2005 Issue:587 Volume:70 Page:163-171
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:

YOSHIMURA Manabu¹,TAKAINE Yoshikazu¹

Affiliation:

1. Department of Architecture, Graduate School of Engineering, Tokyo Metropolitan Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/70/587/70_KJ00004392629/_pdf

Reference5 articles.

1. 1) MOEHLE J. P. Gravity Load Collapse of Building Frames during Earthquakes. Behavior and Design of Concrete Structures for Seismic Performance. American Concrete Institute. (2002)

2. 5) OUSALEM Hassane. el al. Effect of Hysteretic Reversals on Lateral and Axial Capacities of Reinforced Concrete Columns. Proceedings of the Japan Concrete Institute. 日本コンクリート工学協会. (2003) vol.25, no.2, p.367-372.

3. AXIAL LOAD CARRYING CAPACITY OF REINFORCED CONCRETE SHORT COLUMNS WITH SHEAR MODE

4. COLLAPSE OF REINFORCED CONCRETE COLUMNS FAILING IN SHEAR AFTER FLEXURAL YIELDING

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