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Dynamic Analysis of High Building with Cracks in Column Subjected to Earthquake Loading
American Journal of Civil Engineering
Volume 4, Issue 5, September 2016, Pages: 233-240
Received: Jun. 25, 2016; Accepted: Jul. 11, 2016; Published: Aug. 2, 2016
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Nguyen Thai Chung, Department of Solid Mechanics, Le Quy Don Technical University, Ha Noi, Viet Nam
Hoang Hai, Ministry of Construction, State Authority for Construction Quality Inspection, Ha Noi, Viet Nam
Shin Sang Hee, International Cooperation Division, Korea Institute of Civil Engineering and Building Technology, Goyang City, Korea
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This paper is devoted to studying the dynamic response of a high building on an elastic foundation with cracks on the column of the building under earthquake loading using the finite element method (FEM). The authors used a 3D modeling frame - plate system and integration method developed by Newmark, along with construction calculation programs in the Matlab environment to analyze the problem. The results were reflected the effect of the cracks on the columns and other parameters.
3D Frame, Plate, Seismic Load
To cite this article
Nguyen Thai Chung, Hoang Hai, Shin Sang Hee, Dynamic Analysis of High Building with Cracks in Column Subjected to Earthquake Loading, American Journal of Civil Engineering. Vol. 4, No. 5, 2016, pp. 233-240. doi: 10.11648/j.ajce.20160405.14
Copyright © 2016 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License ( which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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