Paper Title:
A Study on Retrofit Methods of Shear Walls with New Openings
  Abstract

A series of five shear wall specimens were tested under constant axial stress and reversed lateral cyclic loading in order to evaluate the seismic retrofit methods that had been proposed for shear walls with new openings. The test results showed that the failed specimens had shear fractures and two different retrofit methods had different effects on the strengths of each specimen.

  Info
Periodical
Key Engineering Materials (Volumes 385-387)
Edited by
H.S. Lee, I.S. Yoon and M.H. Aliabadi
Pages
861-864
DOI
10.4028/www.scientific.net/KEM.385-387.861
Citation
H. K. Choi, J.A. Lee, M.S. Lee, Y. C. Choi, C. S. Choi, "A Study on Retrofit Methods of Shear Walls with New Openings", Key Engineering Materials, Vols. 385-387, pp. 861-864, 2008
Online since
July 2008
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Cheol Woo Park, Jong Sung Sim, Tai Sik Lee
Abstract:This study investigates the punching shear strength of concrete bridge decks strengthened with various fiber reinforced polymer (FRP)...
1313
Authors: Han Seung Lee, Sang Heon Shin, Je Woon Kyung
Abstract:RC beam with corroded tension rebars were strengthened with carbon fiber sheets(CFS) and were subjected to static loading tests to...
437
Authors: Chang Sik Choi, Yun Cheul Choi, Hyun Ki Choi, M.S. Lee
Abstract:A series of three shear wall specimens were tested under constant axial stress and reversed cyclical lateral loading in order to evaluate...
917
Authors: Soo Yeon Seo, Kyong Tae Kim, Hyun Do Yun, Ki Bong Choi, Seung Joe Yoon
Abstract:The purpose of this paper is to evaluate the structural capacity of Reinforced Concrete (RC) member retrofitted with Carbon Fiber Sheet...
973
Authors: B.I. Bae, B.K. Park, Hyun Ki Choi, Chang Sik Choi
Abstract:Unreinforced masonry buildings have significant portion of existing and historical buildings around the world. Recent earthquakes have shown...
765