EXPERIMENTAL INVESTIGATION AND ANALYTICAL APPROACH FOR SEISMIC RETROFIT OF RC COLUMN WITH WING-WALL-Reference-Cited by-同舟云学术

EXPERIMENTAL INVESTIGATION AND ANALYTICAL APPROACH FOR SEISMIC RETROFIT OF RC COLUMN WITH WING-WALL

Published:2006 Issue:608 Volume:71 Page:109-117
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:

YAMAKAWA Tetsuo¹,RAHMAN Md. Nafiur²,MORISHITA Yoichi³

Affiliation:

1. Department of Civil Eng. & Architecture, University of the Ryukyus

2. Graduate School of Eng. and Science, Univ. of the Ryukyus

3. Department of Civil Eng. & Architecture, Univ. of the Ryukyus

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/71/608/71_KJ00004393191/_pdf

Reference13 articles.

1. 1) HOTTA K. Tests and Analysis of Wing-wall Columns Retrofitted by Steel Plates and Pretension PC Bars. Proc. of JCI. (2004) vol.26, no.2, p.1309-1314.

2. 2) YAMAKAWA T. An Experimental Study on the Seismic Retrofit Technique for RC columns Confined with PC Bar Prestressing as External Hoops. J.of Structural and Construction Engineering, AIJ. (1999) vol.526, p.141-145.

3. 3) Architectural Institute of Japan. Ultimate Strength and Deformation Capacity of Buildings in Seismic Design. (1990)

4. 4) AIJ. Design Guidelines for Earthquake Resistant Reinforced Concrete Building Based on Inelastic Displacement Concept. (1999)

5. 5) ACI Committee 318. Building Code Requirements for Reinforced Concrete (ACI 318-89) and Commentary. (1989)

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