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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.22 No.2
- 발행연도
- 2016.1
- 수록면
- 235 - 255 (21page)
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초록· 키워드
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This paper experimentally investigated the behavior of steel frame structures of traditional-style buildings subjected to combined constant axial load and reversed lateral cyclic loading conditions. The low cyclic reversed loading test was carried out on a 1/2 model of a traditional-style steel frame. The failure process and failure mode of the structure were observed. The mechanical behaviors of the steel frame, including hysteretic behaviors, order of plastic hinges, load-displacement curve, characteristic loads and corresponding displacements, ductility, energy dissipation capacity, and stiffness degradation were analyzed. Test results showed that the Dou-Gong component (a special construct in traditional-style buildings) in steel frame structures acted as the first seismic line under the action of horizontal loads, the plastic hinges at the beam end developed sufficiently and satisfied the Chinese Seismic Design Principle of "strong columns-weak beams, strong joints-weak members". The pinching phenomenon of hysteretic loops occurred and it changed into Z-shape, indicating shear-slip property. The stiffness degradation of the structure was significant at the early stage of the loading. When failure, the ultimate elastic-plastic interlayer displacement angle was 1/20, which indicated high collapse resistance capacity of the steel frame. Furthermore, the finite element analysis was conducted to simulate the behavior of traditional-style frame structure. Test results agreed well with the results of the finite element analysis.
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참고문헌 (27)
참고문헌 신청
Chun, Q. / 2011 / Experimental study on seismic characteristics of typical mortisetenon joints of Chinese southern traditional timber frame buildings / Sci. China Technol. Sci. 54(9):2404~2411
Fang, D.P. / 2001 / Ancient Chinese timber architecture. I: Experimental study / J. Struct. Eng. 127(11):1348~1357
Gattesco, N. / 2015 / Seismic performances and behavior factor of post-and-beam timber buildings braced with nailed shear walls / Eng. Struct. 100(1):674~685
2010 / GB50011-2010, Code for seismic design of buildings / China Architecture & Building Press
Han, L.H. / 2007 / Behavior of steel beam to concrete-filled steel tubular column connections after exposure to fire / J. Struct. Eng. 133(6):800~814
Fang, D.P. / 2001 / Ancient Chinese timber architecture. I: Experimental study / J. Struct. Eng. 127(11):1348~1357
Gattesco, N. / 2015 / Seismic performances and behavior factor of post-and-beam timber buildings braced with nailed shear walls / Eng. Struct. 100(1):674~685
2010 / GB50011-2010, Code for seismic design of buildings / China Architecture & Building Press
Han, L.H. / 2007 / Behavior of steel beam to concrete-filled steel tubular column connections after exposure to fire / J. Struct. Eng. 133(6):800~814
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