AN EXPERIMENTAL STUDY ON THE SEISMIC RETROFIT TECHNIQUE FOR RC COLUMNS CONFINED WITH PC BAR PRESTRESSING AS EXTERNAL HOOPS

Author:

YAMAKAWA Tetsuo1,KAMOGAWA Shigeyoshi2,KURASHIGE Masayoshi3

Affiliation:

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

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

3. Neturen Co., Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference2 articles.

1. 4) RICHART F. E. A Study of the Failure of Concrete under Combined Comprssive Stresses. University of IIIinois,Engineering Experimental Stayion. (1928) vol.185,

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3. Shear Resistance Mechanism of RC Column Retrofitted by using PC Bars;IABSE Conference, Rotterdam 2013: Assessment, Upgrading and Refurbishment of Infrastructures;2013

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