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.
| Published in | American Journal of Civil Engineering (Volume 4, Issue 5) |
| DOI | 10.11648/j.ajce.20160405.14 |
| Page(s) | 233-240 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
3D Frame, Plate, Seismic Load
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APA Style
Nguyen Thai Chung, Hoang Hai, Shin Sang Hee. (2016). Dynamic Analysis of High Building with Cracks in Column Subjected to Earthquake Loading. American Journal of Civil Engineering, 4(5), 233-240. https://doi.org/10.11648/j.ajce.20160405.14
ACS Style
Nguyen Thai Chung; Hoang Hai; Shin Sang Hee. Dynamic Analysis of High Building with Cracks in Column Subjected to Earthquake Loading. Am. J. Civ. Eng. 2016, 4(5), 233-240. doi: 10.11648/j.ajce.20160405.14
AMA Style
Nguyen Thai Chung, Hoang Hai, Shin Sang Hee. Dynamic Analysis of High Building with Cracks in Column Subjected to Earthquake Loading. Am J Civ Eng. 2016;4(5):233-240. doi: 10.11648/j.ajce.20160405.14
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Download@article{10.11648/j.ajce.20160405.14,
author = {Nguyen Thai Chung and Hoang Hai and Shin Sang Hee},
title = {Dynamic Analysis of High Building with Cracks in Column Subjected to Earthquake Loading},
journal = {American Journal of Civil Engineering},
volume = {4},
number = {5},
pages = {233-240},
doi = {10.11648/j.ajce.20160405.14},
url = {https://doi.org/10.11648/j.ajce.20160405.14},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20160405.14},
abstract = {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.},
year = {2016}
}
TY - JOUR T1 - Dynamic Analysis of High Building with Cracks in Column Subjected to Earthquake Loading AU - Nguyen Thai Chung AU - Hoang Hai AU - Shin Sang Hee Y1 - 2016/08/02 PY - 2016 N1 - https://doi.org/10.11648/j.ajce.20160405.14 DO - 10.11648/j.ajce.20160405.14 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 233 EP - 240 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20160405.14 AB - 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. VL - 4 IS - 5 ER -
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