Analytical Study of Reinforcement Consumption and Cost Management Due to Seismic Zoning
American Journal of Civil Engineering
Volume 4, Issue 6, November 2016, Pages: 314-318
Received: Sep. 11, 2016;
Accepted: Sep. 23, 2016;
Published: Oct. 17, 2016
Views 3301 Downloads 132
Rajib Kumar Das, Construction Department, Walton Micro-Tech Corporation, Gazipur, Bangladesh
Niloy Samadder, Deaprtment of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh
Gazi Md. Sharfaraz Imam Azad, Deaprtment of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh
Follow on us
This paper investigates an approach for making comparison of seismic evaluation and corresponding costs according to design of concrete frames in different seismic zones of Bangladesh. Bangladesh, one of the world’s most densely populated countries with lower medium income, is vulnerable to earthquake hazards for its geological position. It is surrounded by Himalayan Arc, Shilong plateau in the north, the Burmese Arc, Arakan Yoma anticliorium in the east and complex Naga-Disang-Jaflong thrust in the northeast which has made it suited to earthquake. Similarly, the Dauki Fault system along with numerous subsurface actives faults and flexure zone called Hinge Zone raises the earthquake risk factor higher. Therefore, the construction of multistoried building in the different seismic zones (Zone I, Zone II, Zone III) of Bangladesh seek several attention for making it stable to sustain the high magnitude of earthquake with economical design practice. A well known fact is that a code based high-rise construction not only safe for living but it also lessens the construction cost. In this research, it has been represented a comparative study of lateral displacement due to earthquake, construction cost and reinforcement consumption for building construction in different categories of multistoried building in the three seismic zones of Bangladesh. In the present study, earthquake load has been assigned by factorizing with specific zone factor for every zone. Finally, after conducting standard costing and estimation, it has been found that, it increases the cost of construction and amount reinforcement dramatically in the high seismic zone along with high lateral displacement as compared to the other earthquake zone.
Earthquake, Seismic Zone, Zone Factor, Earthquake Load, Reinforcement
To cite this article
Rajib Kumar Das,
Gazi Md. Sharfaraz Imam Azad,
Analytical Study of Reinforcement Consumption and Cost Management Due to Seismic Zoning, American Journal of Civil Engineering.
Vol. 4, No. 6,
2016, pp. 314-318.
Copyright © 2016 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/
) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Reddy K. R. C. and Tupat S. A.(2014), “The effect of zone factors on wind and earthquake loads of highrise structures”, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684, p-ISSN: 2320-334XPP 53-58
Varma S., Malar A., Thenmozhi S., Suriya T.,Murali G., Venugopal B. and Karthikeyan K., “Comparative Study of Seismic Base Shear ofReinforced Concrete Framed Structures in Different Seismic Zone”, THE INTERNATIONAL JOURNAL OFSCIENCE & TECHNOLEDGE (2014), Vol 2, issue 8, Pp 74-77.
Shakeeb S. S. M., Bhushan B. S., Maneeth P. D. and Adulla S. “Comparative Study on Percentage Variation of Steel In Different Seismic Zones Of India “,International Research Journal of Engineering and Technology (IRJET), p-ISSN: 2395-0072, e-ISSN: 2395-0056Volume: 02 Issue: 07 | Oct-2015
Kumar K. and Rao G. P., “COMPARISON OF PERCENTAGE STEEL AND CONCRETE QUANTITIES OF A R.C BUILDING IN DIFFERENT SEISMIC ZONES”, IJRET: International Journal of Research in Engineering and TechnologyeISSN: 2319-1163 | pISSN: 2321-7308, Volume: 02 Issue: 07 | Jul-2013.
Sazzad M. M. and Azad M. S. “Effect of building shape on the response to wind and earthquake”, International Journal ofAdvanced Structures and Geotechnical Engineering ISSN 2319-5347, Vol. 04, No. 04, October 2015.
Sultana S., Rahman U. and Saika U., “EARTHQUAKE, CAUSE SUSCEPTIBILITY AND RISK MITIGATION IN BANGLADESH”, ARPN Journal of Earth Sciences, VOL. 2, NO. 2, JUNE 2013, Pp 70-80
Shah H. J. and Jain S. K., “Design Example of a Six Storey Building” , Document No.: IITK-GSDMA-EQ26-V3.0, Final Report: A - Earthquake Codes, IITK-GSDMA Project on Building Codes.
Jain S. K., “Explanatory Examples on Indian Seismic
Code IS 1893 (Part I)”, Document No.: IITK-GSDMA-EQ21-V2.0, Final Report: A - Earthquake Codes, IITK-GSDMA Project on Building Codes. Uniform Building Code 1994
Bangladesh National Building Code 2006.