Browse > Article
http://dx.doi.org/10.5000/EESK.2012.16.4.001

Seismic Performance Evaluation of Steel Moment Frames in Korea Using Nonlinear Dynamic Analysis  

Kim, Tae-Wan (강원대학교 건축공학과)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.16, no.4, 2012 , pp. 1-8 More about this Journal
Abstract
Domestic steel moment resisting frames were designed in accordance with the former KBC2005 and the current KBC2009, and then their seismic performance was evaluated in accordance with FEMA355F by utilizing nonlinear dynamic analysis. The results from the procedure in FEMA355F were different with those from the capacity spectrum method utilizing nonlinear static push-over analysis. In particular, the domestic steel moment resisting frames have a weak panel zone, so their behavior can be estimated more precisely by nonlinear dynamic analysis. The domestic steel moment resisting frames satisfied the performance goal if located at a site class $S_B$ or $S_C$, regardless of the story number and the response modification factor. However, if they are located at a site class $S_D$ or $S_E$, performance goal satisfaction cannot be guaranteed. No matter what standard is used for the design, KBC2005 or KBC2009, the domestic steel moment resisting frames may possess satisfactory seismic performance if the site condition is relatively good.
Keywords
Korea; Steel intermediate moment frame; Panel zone; Seismic performance evaluation; Nonlinear dynamic analysis;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Somerville, P., Smith, N., Puntamurthual, S., and Sun, J., Development of ground motion time histories for phase 2 of the FEMA/SAC steel project, Background document, Report No. SAC/BD-97/04, 1997.
2 ATC40, Seismic Evaluation and Retrofit of Concrete Buildings, Applied Technology Council, Redwood City, CA, 1996.
3 ANSI/AISC341, Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, Illinois, 2005.
4 김태진, 김은석, 김진구, "중저층 철골건물 보-기둥 접합부의 내진 및 붕괴저항 성능평가," 대한건축학회논문집, 제23권, 제 10호, 59-66, 2007.
5 한상환, 권건업, "WUF-B 접합부의 내진성능평가 (1) WUF-B 접합부의 반복가력 실험," 대한건축학회논문집, 제19권, 제11 호, 33-40, 2003.
6 Jalayer, F. and Cornell, C.A., A Technical framework for probability-based demand and capacity factor design (DCFD) seismic formats, PEER Report 2003/8, Pacific Earthquake Engineering Center, University of California at Berkeley, Berkeley, CA, 2003.
7 한상환, 권건업, "WUF-B 접합부의 내진성능평가 (2) WUF-B 접합부의 성능 평가," 대한건축학회논문집, 제19권, 제11호, 41-47, 2003.
8 Gupta, A. and Krawinkler, H., Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures (SAC Task 5.4.3), John A. Blume Earthquake Engineering Research Center Rep. No. 132, Stanford University, Stanford, CA, 1999.
9 Mazzoni, S., McKenna, F., Scott, M. H., Fenves, G. L., et al., Open System for Earthquake Engineering Simulation, User Command-Language Manual, Pacific Earthquake Engineering Research Center, Berkeley, CA, 2006. http://opensees.berkeley.edu.
10 Cornell, C.A, Jalayer, F., Hamburger, R.O. and Foutch, D.A., "Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines," Journal of Structural Engineering, Vol. 128, No. 4, 526-533, 2002.   DOI   ScienceOn
11 Vamvatsikos, D. and Cornell, C.A., "Incremental Dynamic Analysis," Earthquake Engineering and Structural Dynamics, Vol. 31, 491-514, 2001.
12 김종락, 김성배, 박양희, 정웅기, "일반구조용 압연 강재 SS400의 제성질에 관한 통계적 연구," 대한건축학회 학술발표논문집, 제20권, 제1호, 229-232, 2000.
13 김종락, 김성배, 박양희, 정웅기, "용접구조용 압연 강재 SM490의 제성질에 관한 통계적 연구," 대한건축학회 논문집, 제16권, 제11호, 3-11, 2000.
14 김태완, 은희창, 민광현, "강기둥-약보 적용이 모멘트 골조의 거동에 미치는 영향," 한국지진공학회 춘계학술발표회 논문집, 343-348, 2009.
15 대한건축학회, 건축구조설계기준, 대한건축학회, 서울, 2005.
16 대한건축학회, 건축구조설계기준, 대한건축학회, 서울, 2009.
17 김태완, "국내 저층 철골 모멘트골조의 내진설계," 한국지진공학회 논문집, 제15권, 제1호, 11-18, 2011.
18 FEMA355F, State of the Art Report on Performance Prediction and Evaluation of Steel Moment-Frame Buildings, Federal Emergency Management Agency, Washington, D.C., 2000.
19 FEMA350, Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, Federal Emergency Management Agency, Washington, D.C., 2000.
20 이철호, 박종원, "반복재하 실물대 실험에 의한 컬럼-트리 (Column-Tree) 형식 철골 모멘트 골조 접합부의 내진거동 연구," 한국강구조학회논문집, 제10권, 제4호, 629-639, 1998.