Simplified Computation of Elastic-Plastic Displacement Response of High-Rise Steel Structure under Earthquake Considering Torsional Effect

Jin Zhao Zhuang; Jin San Ju; Xiu Gen Jiang; Xiao Mei Feng; Jun Yuan

doi:10.4028/www.scientific.net/AMR.243-249.481

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Anti-seismic Analysis of Masonry-Reinforced Concrete Composite Structure Based on LS-DYNA
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Simplified Computation of Elastic-Plastic Displacement Response of High-Rise Steel Structure under Earthquake Considering Torsional Effect
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Simplified Computation of Elastic-Plastic...

Simplified Computation of Elastic-Plastic Displacement Response of High-Rise Steel Structure under Earthquake Considering Torsional Effect

Abstract:

Considering unavoidability of torsional vibration of high-rise buildings during earthquake, for a simpler and more accurate way to compute the maximum interstory drifts, through establishment of different structure calculation model. Structure analysis program CANNY 3D was used to conduct 3D and 2D time-history analyses on irregular steel structure models under frequently occurred small earthquakes and large earthquakes. Finally, by comparing maximum interstory drifts between each floor, a method was presented to simplify 3D computation of elastic-plastic interstory displacement of high-rise irregular steel structure into a computation plane 2D structure.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

481-485

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.481

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Online since:

May 2011

Authors:

Jin Zhao Zhuang, Jin San Ju, Xiu Gen Jiang, Xiao Mei Feng, Jun Yuan

Keywords:

Elastic-Plastic, Interstory Displacement, Steel Structure, Torsional Effect

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References

[1] Luis Esteva, "Earthquake Engineering Research and Practice after the 1985 Earthquakes": Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 20, Issue 3, 159-200. September (1987)

DOI: 10.5459/bnzsee.20.3.159-200

Google Scholar

[2] P. F. Xu, J. F. Huang, C. J. Wei: Building Science, 16, 1(2000) (In Chinese)

Google Scholar

[3] National Standards of the People's Republic of China (GB50011-2001): Code for seismic design of buildings. China Architecture & Building Press, Beijing (2001) (In Chinese)

Google Scholar

[4] X. W. Gao: China Civil Engineering Journal, 17, 3 (1984) (In Chinese)

Google Scholar

[5] G. Q. He, L. Wei: "A New Procedure for a Seismic Design of Muti-Storeyed Shear Type Buildings Based Upon Deformation Checking". Proceedings of 8th WCEE, Vol.4 (1984)

Google Scholar

[6] G. W. Housner:"Limit Design of Structures to Resist Earthquake", Proc. 1th World Conf. Earthquake Eng. Berkeley, California (1956)

Google Scholar

[7] G. Q. He, L. Wei, G. Y. Dai: China Civil Engineering Journal, 15, 3 (1982) (In Chinese)

Google Scholar

[8] G. H. Chen: Journal of Building Structures, 5, 2 (1984) (In Chinese)

Google Scholar

[9] G Q Li, J Feng. Simplified Elastic-plastic Displacement Calculation of High-rise Steel Structure under Seldom Occurred Earthquake, 7th National Conf. of high-rise buildings anti-earthquake proceedings. 1999.10

Google Scholar