Nonlinear Seismic Response Analysis of Concrete Perforated Brick Masonry Building

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Abstract:

In order to grasp the seismic performance of the concrete perforated brick masonry building, nonlinear dynamic analysis is used for seismic response analysis of multi-storey building. In the degradation of trainer restoring force model,it is proposed that the yield moment of the inflection point is calculated by linear interpolation, the unloading time of inflection point is calculated by the precise non-iterative, which approach to improve the accuracy and efficiency of nonlinear analysis. Example shows: concrete perforated brick masonry structure in the 7-degree multi-zone can be widely used.

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87-91

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March 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Eurocode 8: Design Provision for Earthquake Resistance of Structures, Part 1. 1: General Rules-Seismic Actions and General Requirements for Structures[S]. DD ENV. (1996).

DOI: 10.3403/00752575

Google Scholar

[2] Faccioli E., Tolis S. V., Borzi B., Elnashai A.S. and Bommer J.J., Recent developments in the definition of the design seismic action in Europe[C]. 11th European Conference on Earthquake Engineering, Paris, France, (1998).

Google Scholar

[3] Zhong Rui. Reinforced concrete cantilever wall small block of high seismic performance studies[D]. Harbin Architectural University , 1995. 5.

Google Scholar

[4] Brandon editor, Engineering seismic dynamics [M], Shanghai Science and Technology Press, (1980).

Google Scholar

[5] Seismic Design of Buildings (GBJ50011-2010) [S]. China Building Industry Press, (2010).

Google Scholar

[6] Yang Chunxia, etc., Experimental investigation on pseudo-dynamic test of concrete perforated brick masonry building model . Journal of Building Structures, 2006 , 27(3): 84-92.

Google Scholar

[7] Sun Yeyang. High-rise building truss-layer model of elastic-plastic dynamic analysis . Journal of Tongji University, 1980. 1.

Google Scholar

[8] Qin Wenxin, Liu Ji, Nonlinear dynamic analysis of the resilience of the inflection point in the fuzzy approach [J], Journal of Harbin University of Civil Engineering and Architecture, 1988. 1.

Google Scholar

[9] Zhang Aiba, eds, Structural Vibration Mechanics [M], Tongji University Press, (1994).

Google Scholar

[10] Furumura M. and Furumura T., Basin-induced surface waves in the Tokachi basin. Hokkaido[C]. Japan. Eleventh, World Conference on Earthquake Engineering, Mexico City, Mexico. (1996).

DOI: 10.4294/jpe1952.45.287

Google Scholar

[11] Saragoni G. R., Lobos C. and Gomez-Bernal A., Site and earthquake mechanism effect on Earthquake Engineering, Paris, France, (1998).

Google Scholar

[12] Teng Jialu other editor, Concrete Structure (II) - Seismic design of tall building [M], the China Construction Industry Press, (1997).

Google Scholar