Browse > Article
http://dx.doi.org/10.5000/EESK.2011.15.1.011

Seismic Design of Low-rise Steel Moment Frames in Korea  

Kim, Tae-Wan (강원대학교 건축학부)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.15, no.1, 2011 , pp. 11-18 More about this Journal
Abstract
The connection type of steel moment frames in the country is mostly fabricated in factories so that it is fairly ductile due to good quality control. Based on references, the domestic connection satisfies the performance limit for steel intermediate moment frames specified by the AISC. However, the current KBC2009 building code specifies various systems for steel moment frames such as ordinary, intermediate, and special moment frames while the former KBC2005 only did so for a ductile moment frame. This induces the necessity of investigating which system is appropriate in the country when the domestic connection is applied. Therefore, this study was aimed at finding a proper design method by comparing the ductile moment frame in KBC2005 and the intermediate moment frames in KBC2009. The results showed that seismic design parameters for the ductile moment frames can be reasonable for satisfying the performance objective.
Keywords
Korea; Connection; Steel structure; Intermediate moment frame; Seismic design;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
1 김태완, 은희창, 민광현, “강기둥-약보 적용이 모멘트 골조의 거동에 미치는 영향,” 2009년 학술발표회 논문집, 한국지진공학회, 287-294, 2009.
2 Kim, T.W., “Behavior of Steel Moment Resisting Frames Designed by Korean Building Code 2005,” 2009 ANCER Workshop, 2009.
3 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, 1999.
4 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, 2006. http://opensees.berkeley.edu.
5 ATC40, Seismic Evaluation and Retrofit of Concrete Buildings, California Seismic Safety Commission, 1996.
6 FEMA440, Improvement of Nonlinear Static Seismic Analysis Procedures, Federal Emergency Management Agency, Washington, D.C., 2005.
7 FEMA356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, D.C., 2000.
8 대한건축학회, 건축구조설계기준, 대한건축학회, 서울, 2009.
9 대한건축학회, 건축물하중기준 및 해설, 대한건축학회, 서울, 2000.
10 대한건축학회, 건축구조설계기준, 대한건축학회, 서울, 2005.
11 FEMA350, Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, Federal Emergency Management Agency, Washington, D.C., 2000
12 이철호, 박종원, "반복재하 실물대 실험에 의한 컬럼-트리(Column-Tree) 형식 철골 모멘트 골조 접합부의 내진거동 연구," 한국강구조학회논문집, 제10권, 제4호, 629-639, 1998.
13 ANSI/AISC341, Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, Illinois, 2005.
14 김태진, 김은석, 김진구, “중저층 철골건물 보-기둥 접합부의 내진 및 붕괴저항 성능평가,” 대한건축학회논문집, 제23권, 제10호, 59-66, 2007.   과학기술학회마을
15 한상환, 권건업, “WUF-B 접합부의 내진성능평가 (1) WUF-B 접합부의 반복가력 실험,” 대한건축학회논문집, 제19권, 제11호, 33-40, 2003.
16 한상환, 권건업, “WUF-B 접합부의 내진성능평가 (2) WUF-B 접합부의 성능 평가,” 대한건축학회논문집, 제19권, 제11호, 41-47, 2003.
17 ASCE7, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, Virginia, 2005.