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), 2016. Published by Science Publishing Group |
3D Frame, Plate, Seismic Load
| [1] | Ming Ming Yao, (2010), Earthquake Wave-Soil-Structure Interaction Analysis of Tall Building, Doctoral Thesis, University of Victoria. |
| [2] | Mourad Nasser, (2012), Quality Assessment of Dynamic Soil-Structure Interaction Models Using Energy Measures, Doctoral Thesis, Bauhaus-University at Weimar Faculty of Civil Engineering. |
| [3] | Sushma Pulikanti (2013), Affect of soil-foundation-structure interaction on seismic behaviour of pile supported frame building, Doctoral Thesis, International Institute of Information Technology - Hyderabad. |
| [4] | Aslan Sadeghi Hokmabadi, (2014), Effect of Dynamic Soil-Pile-Structure Interaction on Seismic Response of Mid-Rise Moment Resisting Frames, Doctoral Thesis, Faculty of Engineering and Information Technology University of Technology Sydney (UTS). |
| [5] | Ahmed Abdelrahem Farghaly and Ali Mohamed Abdallah (2014), Evaluation of Seismic Retrofitting Techniques Used in Old Reinforced Concrete Building, IOSR Journal of Engineering (IOSRJEN), ISSN (e): 2250-3021, ISSN (p): 2278-8719, Vol. 04, Issue 06 (June. 2014), pp. 14-22. |
| [6] | D. K. Jain and M. S. Hora, (2014), Interaction analysis of space frame-shear wall-soil system to investigate foundation forces under seismic loading, Department of Aerospace Engineering, Korea Advanced Institute of Science and Technology. |
| [7] | J. Sandhya Rani, P. Srinivas Reddy, M. Koti Reddy (2015), Time history analysis of building structures with water tank as passive tuned mass damper, International Journal of Research in Engineering and Technology eISSN: 2319-1163, Pissn: 2321-7308, pp. 84-90. |
| [8] | Anil K. Chopra (2004), Dynamics of structures theory and applications to earthquake engineering (Second edition), Pearson education Asia limited and Tsinghua university press. |
| [9] | Bathe K. J and Wilson E. L (1978), Numerical Method in Finite Method Analyis Prentice, Hall of India Private Limited, New Delhi. |
| [10] | David J. Dowrick (1988), Earthquake resistant design for engineers and architects, Singapore, Chichester, New York, Brisbane, Toronto. |
| [11] | Stanislav Stoykov (2012), Nonlinear vibrations of 3D beams, Doctor of Philosophy, University of Porto. |
| [12] | Wolf J. P (1988), Dynamic Soil-Structure Interaction Analysis in Time domain, Prentice-Hall Inc. Englewood Cliffs, N. J. 07632. |
| [13] | Reddy J. N (2004), Mechanics of Laminated Composite Plates and Shells: Theory and Analysis, CRC Press. |
| [14] | Peng, Z. K., Lang, Z. Q., Billings, S. A. (2007), Crack detection using nonlinear output frequency response functions, Journal of Sound and Vibration, 301. Pp. 777-788. |
| [15] | Nguyen Thai Chung, Hoang Hai and Nguyen Quang Minh (2015), Dynamic analysis of tall building in the 3D frame-plate under seismic load, Journal of Construction, Vietnam, pp. 65-69. |
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
Share This Article
Twitter
Linked In
Facebook
Copy
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 -
Information
Email: