Recently earthquake has been occurred several times in many areas of Bangladesh at low to medium intensity. Major cities of Bangladesh are more or less vulnerable to earthquake. It is necessary to develop effective technique for minimizing the severity and often tragic consequences of earthquake. The universities & research institutes of Bangladesh are interested to enhance studies in earthquake engineering. But no facilities were developed to let the students & researchers sound about real earthquake shaking. So in order to develop the knowledge regarding earthquake among the students & researchers it is necessary to introduce a tool which will help them in realizing the earthquake shaking intensity and its vulnerability on different types of civil structure. There are several experimental techniques that can be used to test the response of structure under certain shaking intensity and to verify their seismic performance. One of the popular and efficient techniques is use of an earthquake shaking table. Structural properties (damping ratio, stiffness, natural frequency, natural period, mode shape) of a three story model frame and its deflection behavior under repetitive strong shaking is investigated through shaking table tests. Further effectiveness of various bracing system under multidirectional seismic excitation is analytically investigated also.
| Published in | American Journal of Construction and Building Materials (Volume 2, Issue 1) |
| DOI | 10.11648/j.ajcbm.20180201.12 |
| Page(s) | 10-15 |
| 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), 2018. Published by Science Publishing Group |
Structural Dynamics, Earthquake Engineering, Shake Table, Laboratory Tests
| [1] | M. A. Ansary, Installation of Earthquake monitoring system, 2006 |
| [2] | www.ijee.dit.ie/usr/local/etc/sAmPiE/volume25-1 |
| [3] | I. Marginean, F. Dinu, D. Dubina, Simulation of the dynamic response of steel moment frames following sudden column loss. Experimental calibration of the numerical model and application. 2018. DOI: 10.1002/stco.201810012 |
| [4] | Stylianidis, P: Nethercot, D. Considerations for Robustness in the Design of Steel and Composite Frame Structures. Structural Engineering International. 2017;27:263-80 |
| [5] | G. Agranovich, Y. Ribakov and B. Blostotsky, Reproducing Earthquake Using Shaking Tables with Limited Displacement, European Earthquake Engineering, 1, 2007, pp. 16-25. |
| [6] | C. H. Dowding, Construction Vibrations, Prentice Hall, Inc. (1996). |
| [7] | B. Zalewski and A. Huckelbridge, The Dynamic Load Environment of Bridge-Mounted Sign Support Structures, Final report, Ohio Department of Transportation (FHWA) (2005). |
| [8] | http://www.aij.or.jp/jpn/symposium/2006/loads/loads.htm |
| [9] | Joint Committee on Structural Safety, Probabilistic Model Code, (2001). |
| [10] | http://earthquake.usgs.gov/earthquakes/recenteqsww/Maps/region/Asia.php |
| [11] | World Large Scale Shake Table- www.engr.colostate.edu/NEESWood/ |
| [12] | www.thetech.org/education The Tech Museum of Innovation 201 South Market Street, San Jose, CA 95113 Phone: 408-795-6240 |
| [13] | Web Resources (Visit www.raft.net/more for how-to videos and more ideas!). Descriptions of the 4 waves – http://www.geo.mtu.edu/UPSeis/waves.html. “Earthquakes for Kids” and more – http://earthquake.usgs.gov/learning/kids.php Developed by RAFT Education Department |
| [14] | www.raft.net/more & http://earthquake.usgs.gov/ Developed and written by Coral Clark (RAFT)) |
| [15] | A. Sivakumar, K. Karthikeyan, Dynamic behavior of torsionally sensitive reinforced concrete framed structures, Vol. 3(7), pp. 204-211, August 2012. |
APA Style
Rafiqul Islam, Md. Tarek Hossain, Md. Jahir Bin Alam, Mushtaq Ahmed. (2018). Study of Dynamic Behavior of a Three Story Model Frame. American Journal of Construction and Building Materials, 2(1), 10-15. https://doi.org/10.11648/j.ajcbm.20180201.12
ACS Style
Rafiqul Islam; Md. Tarek Hossain; Md. Jahir Bin Alam; Mushtaq Ahmed. Study of Dynamic Behavior of a Three Story Model Frame. Am. J. Constr. Build. Mater. 2018, 2(1), 10-15. doi: 10.11648/j.ajcbm.20180201.12
AMA Style
Rafiqul Islam, Md. Tarek Hossain, Md. Jahir Bin Alam, Mushtaq Ahmed. Study of Dynamic Behavior of a Three Story Model Frame. Am J Constr Build Mater. 2018;2(1):10-15. doi: 10.11648/j.ajcbm.20180201.12
Share This Article
Twitter
Linked In
Facebook
Copy
Download@article{10.11648/j.ajcbm.20180201.12,
author = {Rafiqul Islam and Md. Tarek Hossain and Md. Jahir Bin Alam and Mushtaq Ahmed},
title = {Study of Dynamic Behavior of a Three Story Model Frame},
journal = {American Journal of Construction and Building Materials},
volume = {2},
number = {1},
pages = {10-15},
doi = {10.11648/j.ajcbm.20180201.12},
url = {https://doi.org/10.11648/j.ajcbm.20180201.12},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajcbm.20180201.12},
abstract = {Recently earthquake has been occurred several times in many areas of Bangladesh at low to medium intensity. Major cities of Bangladesh are more or less vulnerable to earthquake. It is necessary to develop effective technique for minimizing the severity and often tragic consequences of earthquake. The universities & research institutes of Bangladesh are interested to enhance studies in earthquake engineering. But no facilities were developed to let the students & researchers sound about real earthquake shaking. So in order to develop the knowledge regarding earthquake among the students & researchers it is necessary to introduce a tool which will help them in realizing the earthquake shaking intensity and its vulnerability on different types of civil structure. There are several experimental techniques that can be used to test the response of structure under certain shaking intensity and to verify their seismic performance. One of the popular and efficient techniques is use of an earthquake shaking table. Structural properties (damping ratio, stiffness, natural frequency, natural period, mode shape) of a three story model frame and its deflection behavior under repetitive strong shaking is investigated through shaking table tests. Further effectiveness of various bracing system under multidirectional seismic excitation is analytically investigated also.},
year = {2018}
}
TY - JOUR T1 - Study of Dynamic Behavior of a Three Story Model Frame AU - Rafiqul Islam AU - Md. Tarek Hossain AU - Md. Jahir Bin Alam AU - Mushtaq Ahmed Y1 - 2018/05/30 PY - 2018 N1 - https://doi.org/10.11648/j.ajcbm.20180201.12 DO - 10.11648/j.ajcbm.20180201.12 T2 - American Journal of Construction and Building Materials JF - American Journal of Construction and Building Materials JO - American Journal of Construction and Building Materials SP - 10 EP - 15 PB - Science Publishing Group SN - 2640-0057 UR - https://doi.org/10.11648/j.ajcbm.20180201.12 AB - Recently earthquake has been occurred several times in many areas of Bangladesh at low to medium intensity. Major cities of Bangladesh are more or less vulnerable to earthquake. It is necessary to develop effective technique for minimizing the severity and often tragic consequences of earthquake. The universities & research institutes of Bangladesh are interested to enhance studies in earthquake engineering. But no facilities were developed to let the students & researchers sound about real earthquake shaking. So in order to develop the knowledge regarding earthquake among the students & researchers it is necessary to introduce a tool which will help them in realizing the earthquake shaking intensity and its vulnerability on different types of civil structure. There are several experimental techniques that can be used to test the response of structure under certain shaking intensity and to verify their seismic performance. One of the popular and efficient techniques is use of an earthquake shaking table. Structural properties (damping ratio, stiffness, natural frequency, natural period, mode shape) of a three story model frame and its deflection behavior under repetitive strong shaking is investigated through shaking table tests. Further effectiveness of various bracing system under multidirectional seismic excitation is analytically investigated also. VL - 2 IS - 1 ER -
Information
Email: