Browse > Article
http://dx.doi.org/10.5000/EESK.2002.6.6.065

Evaluation of Seismic Performance on Shear Walls in Steel House  

이재석 (포항산업과학연구원 경량구조연구팀)
이승은 (포항산업과학연구원 경량구조연구팀)
홍건호 (호서대학교 건축공학과)
김원기 (호서대학교 건축공학과)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.6, no.6, 2002 , pp. 65-72 More about this Journal
Abstract
This study estimates steel house shear wall's seismic performance depending on trend of seismic design. As a result at cyclic-test, the capability of energy dissipation about X1SPCH during this test is good enough. The capability of energy dissipation of X3SPCH and X4SPCH was better than that of X1SPCH. The X2SPCH which is similar to real X-braced shear wall has better seismic performance than shear wall braced with structural sheathing materials on pseudo-dynamic test.
Keywords
Pseudo-dynamic Test; Energy Dissipation; Seismic Performance; X-bracing shear wall;
Citations & Related Records
연도 인용수 순위
  • Reference
1 MTS System Co. “$FlexTest^{TM}$IIm 2.2A program for pseudodynamic testing,” $TestStar^{TM}$by the UCB, 1997.
2 포항산업과학연구원, “쉬딩재를 사용한 스틸하우스 전단벽체의 전단성능 평가”, 2000. 7.
3 Kim, W. K., “Seismic-response analysis and design of composite building strustures”, PhD. Thesis, Lehigh Univ, 1991.
4 포항산업과학연구원, “스틸하우스 전단벽체의 유사동적 실험”, 2001. 8.
5 兵田伸一외 4, “스틸하우스 내력벽의 기준내력을 구하기 위한 면내전단시험-시험방법”, 일본건축학회학술강연집, 1998. 9, pp. 979-980.
6 강재구락부 (일본), “스틸하우스 구조계산지침”, 1996.
7 NAHB, “Prescriptive method for residential cold-formed steel framing 3rd Edition”, 1998. 1.