EXPERIMENTAL AND ANALYTICAL INVESTIGATION OF SEISMIC RETROFIT TECHNIQUE FOR A BARE FRAME UTILIZING THICK HYBRID WALLS

Author:

YAMAKAWA Tetsuo1,RAHMAN Nafiur2,NAKADA Kozo3,MORISHITA Yoichi4

Affiliation:

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

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

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

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

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference16 articles.

1. 1) YAMAKAWA T. An Experimental Study on the Seismic Retrofit Technique for RC Columns Confined with PC Bar Prestressing as External Hoops. J. of Struc. Engg, AIJ. (1999) vol.526, p.141-145.

2. 2) YAMAKAWA T. Seismic Performance and Design of RC Columns Retrofitted by PC Bar Prestressing as External Hoops. J. of Structural and Construction Engg., AIJ. (2000) vol.537, p.107-113.

3. 3) YAMAKAWA T. Seismic Retrofit Technique of Shear Walls or Pilotis Frames Utilizing Thick Hybrid Walls with Steel Plates and PC Rod Prestressing (Part 1 : A Proposal of Retrofit Technique). Annual Meeting of AIJ, 2005. (2005) vol.C-2, no.IV, p.553-554.

4. 4) MIYAGI T. A Study on Emergency Retrofit using Prestressing Bars and Steel Plates for Damaged Columns. 13th World Conference on Earthquake Engg., Canada, 2004. (2004)

5. 5) YAMAKAWA T. Experimental Investigation and Analytical Approach for Seismic Retrofit of RC Column with Wing-wall. J. of Structural and Construction Engg., AIJ. (2006)

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