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CLC number: TU398+.9
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Received: 2005-10-18
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Elastic-plastic study on high building with SRC transferring story
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Li Yu-rong, Qiu Tao, Sun Bin-nan. Elastic-plastic study on high building with SRC transferring story[J]. Journal of Zhejiang University Science A, 2006, 7(3): 407-414.
@article{title="Elastic-plastic study on high building with SRC transferring story",
author="Li Yu-rong, Qiu Tao, Sun Bin-nan",
journal="Journal of Zhejiang University Science A",
volume="7",
number="3",
pages="407-414",
year="2006",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2006.A0407"
}
%0 Journal Article
%T Elastic-plastic study on high building with SRC transferring story
%A Li Yu-rong
%A Qiu Tao
%A Sun Bin-nan
%J Journal of Zhejiang University SCIENCE A
%V 7
%N 3
%P 407-414
%@ 1673-565X
%D 2006
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2006.A0407
TY - JOUR
T1 - Elastic-plastic study on high building with SRC transferring story
A1 - Li Yu-rong
A1 - Qiu Tao
A1 - Sun Bin-nan
J0 - Journal of Zhejiang University Science A
VL - 7
IS - 3
SP - 407
EP - 414
%@ 1673-565X
Y1 - 2006
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2006.A0407
Abstract: A new type of transferring structure for steel reinforced concrete (SRC) beams is used in high building. The pushover analysis method was used to study the failure mechanism and ductility of SRC transferring structure through consulting pseudo-static test results for the structure. And, the occurrence order and position of the plastic hinge, the weak story and seismic capacity of high building with SRC transferring story were also studied through consulting shaking table test results for the high building, showing that the seismic behavior of high building with SRC transferring story is good.
[1] Fajfar, P., 1999. Capacity spectrum method based on inelastic demand spectra. Earthquake Engng. and Struct. Dyn., 28(7):979-993.
[2] Fu, C.G., Liang, S.T., Ma, H., 2000. Experiment on seismic performance of SRC transferring story. Building Structures, 30(4):61-64 (in Chinese).
[3] Li, K.L., Hou, N., Yie, X.G., 2001. Nonlinear analysis of 3D models and application in research of a building damaged in earthquake. Building Structure, 3:53-61 (in Chinese).
[4] Liu, J.S., 2004. Study on Seismic Performance of Structure with a Truss Located at a Higher Level. Ph.D Thesis, Zhejiang University, Hangzhou, p.77-105 (in Chinese).
[5] Liu, J.J., Zhang, J., Lv, Z.T., 2002. Application of push-over method in simulating pseudo-static experiment. Building Structures, 32(8):63-65 (in Chinese).
[6] Moghadam, A.S., Tso, W.K., 2000. 3-D pushover analysis for damage assessment of buildings. JSEE, 2(3):23-30.
[7] Saiidi, M., Sozen, M.A., 1981. Simple nonlinear seismic analysis of R/C structures. Journal of the Structural Division, ASCE, 107(ST5):937-951.
[8] SICABR (Structure Institute of China Academy of Building Research), 2003. Research on the Shaking Table Test of the Constructing High Building for the Production Management at Zhejiang Province Electric Company. China Academy of Building Research, p.65-67 (in Chinese).
[9] Tso, W.K., Moghadam, A.S., 1998. Pushover procedure for seismic analysis of building. Progress in Structural Engineering and Materials, 1(3):337-344.
[10] Vidic, T., Fajfar, P., Fischinger, M., 1994. Consistent inelastic design spectra: Strength and displacement. Earthquake Engng. and Struct. Dyn., 23(4):507-521.
[11] Wang, M.F., Zhou, X.Y., 2002. A practical method for nonlinear seismic responses of RC framewall structure. China Civil Engineering Journal, 35(6):32-38 (in Chinese).
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