Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh

Atik Sarraz; Md. Khorshed Ali; Debesh Chandra Das

doi:doi:10.11648/j.ajce.20150301.11

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Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh

Atik Sarraz, Md. Khorshed Ali, Debesh Chandra Das

Published in American Journal of Civil Engineering (Volume 3, Issue 1)

Received: 17 September 2014 Accepted: 21 December 2014 Published: 15 January 2015

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Abstract

The draft of Bangladesh National Building Code (BNBC)-2012 has been updated the seismic coefficient of 0.28g (with Zone III) for Chittagong region, which is larger than the previous of 0.15g (with Zone II). Chittagong is the largest port city and commercial capital of Bangladesh, which has many development activities as like of planned residential areas. Although BNBC code is up-to-date with earthquake provisions since 1993 with interpreting several new clauses and provisions, but in case of pre-code revision structures it is quite unsafe. Thus it is quite impossible to reduce earthquake damage without considering the safety of pre-code revision structures. In this regards earthquake vulnerability of Chandgaon Residential Area(R/A) has been assessed on the basis of potential structural vulnerability of more than 300 buildings. Initial results reveal that there have large varieties of construction practices, however, predominantly RCC structures were found. RVS score of these structures reveal that in general buildings are of minimum quality and further evaluation and strengthening of buildings is recommended. Walk down evaluation encountered several factors which were responsible for comparatively lower range of vulnerability scores.

Published in	American Journal of Civil Engineering (Volume 3, Issue 1)
DOI	10.11648/j.ajce.20150301.11
Page(s)	1-8
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

Keywords

Chandgaon, BNBC, RVS, FEMA, Soft Story, Short Column

References

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[4]	Steckler, M. S., Akhter, S. H., Seeber, L. Collision of the Ganges-Brahmaputra Delta with the Burma Arc: Implications for earthquake hazard. Earth and Planetary Science Letters, 273, 367-378. doi 10.1016/j.epsl.2008.07.009, 2008.
[5]	Bilham, R., Gaur, V.K., and Molnar, P., Himalayan seismic hazard: Science, v. 293, p. 1442–1444, doi: 10.1126/science.1062584, 2001.
[6]	Mukhopadhyay, B., S. Dasgupta and S. Dasgupta, Clustering of earthquake events in the Himalaya – Its relevance to regional tectonic set-up. Gondwana Research 7(4): 1242-1247, 2004.
[7]	Mullick, M., F. Riguzzi and D. Mukhopadhyay, Estimates of motion and strain rates across active faults in the frontal part of eastern Himalays in North Bengal from GPS measurements. Terra Nova 21(5): 410-415, 2009.
[8]	Bolt B.A., Fault Zone Analysis for Seismic Hazards, Journal of Seismology, Vol. 1, No. 3, 1987.
[9]	Al-Hussaini, T.M., Hossain, T.R. and Al-Noman, M.N., “Proposed Changes to the Geotechnical Earthquake Engineering Provisions of the Bangladesh National Building Code”, Geotechnical Engineering Journal of the SEAGS & AGSSEA, Vol. 43, No.2, 1-7 (www.seags.ait.ac.th), 2012.
[10]	Ansary M.A. and Dhar A. S., “Earthquake Vulnerability Assessment of Cox's Bazar District”, A report to CDMP, Department of Civil Engineering, BUET, Bangladesh, 2009.
[11]	M. J. Alam, A.R. Khan and A. Paul, “Seismic Vulnerability Assessment of Existing RC Buildings in GIS Environment”, Online Proc. of Fourteenth World Conference on Earthquake Engineering (WCEE), Beijing, China (http://www.nicee.org/ wcee/index2.php), October 12-17, 2008.
[12]	CDMP (Comprehensive Disaster Management Programme), “Earthquake Risk Assessment of Dhaka, Chittagong and Sylhet City Corporation Area”, General report, Table A-8, Appendix B, pp. 113. Ministry of Food and Disaster Management, Govt. of Bangladesh, June 2009.
[13]	BBS (Bangladesh Bureau of Statistics), “Bangladesh Population Census 2011”, vol-3, Urban Area Report, Chittagong: Statistics Division, Ministry of Planning, Govt. of Bangladesh, 2011.
[14]	FEMA 154, “A Hand Book on Rapid Visual Screening of Buildings for Potential Seismic Hazards”, Handbook, Federal Emergency Management Agency, Washington DC, USA, 2002.
[15]	Sucuoglu, H. and Yazgan, U., “Simple Survey Procedures for Seismic Risk Assessment in Urban Building Stocks”, Seismic Assessment and Rehabilitation of Existing Buildings, NATO Science Series, IV/29, pp. 97-118, 2003.
[16]	Sudhir K Jain, Keya Mitra, Praseeda KI, “A Proposed Rapid Visual Screening Procedure for Seismic Evaluation of Buildings in India”, January, 2004.
[17]	Srikanth T., Kumar R. P., Singh, A. P., Rastogi, B. and Kumar, S., “Earthquake Vulnerability Assessment of Existing Buildings in Gandhidham and Adipur Cities Kachchh, Gujarat (India)”, European Journal of Scientific Research , Vol.41 No.3, pp. 336-353 (http://www.eurojournals.com/ejsr.html), 2010.
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[20]	www.cdmp.org.bd/modules.php?name=Publications&download=13_Time_Predictable_Fault_Modeling__of_BD.pdf

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APA Style

Atik Sarraz, Md. Khorshed Ali, Debesh Chandra Das. (2015). Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh. American Journal of Civil Engineering, 3(1), 1-8. https://doi.org/10.11648/j.ajce.20150301.11

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ACS Style

Atik Sarraz; Md. Khorshed Ali; Debesh Chandra Das. Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh. Am. J. Civ. Eng. 2015, 3(1), 1-8. doi: 10.11648/j.ajce.20150301.11

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AMA Style

Atik Sarraz, Md. Khorshed Ali, Debesh Chandra Das. Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh. Am J Civ Eng. 2015;3(1):1-8. doi: 10.11648/j.ajce.20150301.11

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@article{10.11648/j.ajce.20150301.11,
  author = {Atik Sarraz and Md. Khorshed Ali and Debesh Chandra Das},
  title = {Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh},
  journal = {American Journal of Civil Engineering},
  volume = {3},
  number = {1},
  pages = {1-8},
  doi = {10.11648/j.ajce.20150301.11},
  url = {https://doi.org/10.11648/j.ajce.20150301.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20150301.11},
  abstract = {The draft of Bangladesh National Building Code (BNBC)-2012 has been updated the seismic coefficient of 0.28g (with Zone III) for Chittagong region, which is larger than the previous of 0.15g (with Zone II). Chittagong is the largest port city and commercial capital of Bangladesh, which has many development activities as like of planned residential areas. Although BNBC code is up-to-date with earthquake provisions since 1993 with interpreting several new clauses and provisions, but in case of pre-code revision structures it is quite unsafe. Thus it is quite impossible to reduce earthquake damage without considering the safety of pre-code revision structures. In this regards earthquake vulnerability of Chandgaon Residential Area(R/A) has been assessed on the basis of potential structural vulnerability of more than 300 buildings. Initial results reveal that there have large varieties of construction practices, however, predominantly RCC structures were found. RVS score of these structures reveal that in general buildings are of minimum quality and further evaluation and strengthening of buildings is recommended. Walk down evaluation encountered several factors which were responsible for comparatively lower range of vulnerability scores.},
 year = {2015}
}

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TY  - JOUR
T1  - Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh
AU  - Atik Sarraz
AU  - Md. Khorshed Ali
AU  - Debesh Chandra Das
Y1  - 2015/01/15
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.20150301.11
DO  - 10.11648/j.ajce.20150301.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 1
EP  - 8
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20150301.11
AB  - The draft of Bangladesh National Building Code (BNBC)-2012 has been updated the seismic coefficient of 0.28g (with Zone III) for Chittagong region, which is larger than the previous of 0.15g (with Zone II). Chittagong is the largest port city and commercial capital of Bangladesh, which has many development activities as like of planned residential areas. Although BNBC code is up-to-date with earthquake provisions since 1993 with interpreting several new clauses and provisions, but in case of pre-code revision structures it is quite unsafe. Thus it is quite impossible to reduce earthquake damage without considering the safety of pre-code revision structures. In this regards earthquake vulnerability of Chandgaon Residential Area(R/A) has been assessed on the basis of potential structural vulnerability of more than 300 buildings. Initial results reveal that there have large varieties of construction practices, however, predominantly RCC structures were found. RVS score of these structures reveal that in general buildings are of minimum quality and further evaluation and strengthening of buildings is recommended. Walk down evaluation encountered several factors which were responsible for comparatively lower range of vulnerability scores.
VL  - 3
IS  - 1
ER  -

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Author Information

Atik Sarraz

Department of Civil Engineering, University of Information Technology and Sciences (UITS), Chittagong, Bangladesh
Md. Khorshed Ali

Department of Civil Engineering, University of Information Technology and Sciences (UITS), Chittagong, Bangladesh
Debesh Chandra Das

Department of Civil Engineering, University of Information Technology and Sciences (UITS), Chittagong, Bangladesh

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Plain Text BibTeX RIS

APA Style

Atik Sarraz, Md. Khorshed Ali, Debesh Chandra Das. (2015). Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh. American Journal of Civil Engineering, 3(1), 1-8. https://doi.org/10.11648/j.ajce.20150301.11

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ACS Style

Atik Sarraz; Md. Khorshed Ali; Debesh Chandra Das. Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh. Am. J. Civ. Eng. 2015, 3(1), 1-8. doi: 10.11648/j.ajce.20150301.11

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AMA Style

Atik Sarraz, Md. Khorshed Ali, Debesh Chandra Das. Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh. Am J Civ Eng. 2015;3(1):1-8. doi: 10.11648/j.ajce.20150301.11

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@article{10.11648/j.ajce.20150301.11,
  author = {Atik Sarraz and Md. Khorshed Ali and Debesh Chandra Das},
  title = {Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh},
  journal = {American Journal of Civil Engineering},
  volume = {3},
  number = {1},
  pages = {1-8},
  doi = {10.11648/j.ajce.20150301.11},
  url = {https://doi.org/10.11648/j.ajce.20150301.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20150301.11},
  abstract = {The draft of Bangladesh National Building Code (BNBC)-2012 has been updated the seismic coefficient of 0.28g (with Zone III) for Chittagong region, which is larger than the previous of 0.15g (with Zone II). Chittagong is the largest port city and commercial capital of Bangladesh, which has many development activities as like of planned residential areas. Although BNBC code is up-to-date with earthquake provisions since 1993 with interpreting several new clauses and provisions, but in case of pre-code revision structures it is quite unsafe. Thus it is quite impossible to reduce earthquake damage without considering the safety of pre-code revision structures. In this regards earthquake vulnerability of Chandgaon Residential Area(R/A) has been assessed on the basis of potential structural vulnerability of more than 300 buildings. Initial results reveal that there have large varieties of construction practices, however, predominantly RCC structures were found. RVS score of these structures reveal that in general buildings are of minimum quality and further evaluation and strengthening of buildings is recommended. Walk down evaluation encountered several factors which were responsible for comparatively lower range of vulnerability scores.},
 year = {2015}
}

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TY  - JOUR
T1  - Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong City, Bangladesh
AU  - Atik Sarraz
AU  - Md. Khorshed Ali
AU  - Debesh Chandra Das
Y1  - 2015/01/15
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.20150301.11
DO  - 10.11648/j.ajce.20150301.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 1
EP  - 8
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20150301.11
AB  - The draft of Bangladesh National Building Code (BNBC)-2012 has been updated the seismic coefficient of 0.28g (with Zone III) for Chittagong region, which is larger than the previous of 0.15g (with Zone II). Chittagong is the largest port city and commercial capital of Bangladesh, which has many development activities as like of planned residential areas. Although BNBC code is up-to-date with earthquake provisions since 1993 with interpreting several new clauses and provisions, but in case of pre-code revision structures it is quite unsafe. Thus it is quite impossible to reduce earthquake damage without considering the safety of pre-code revision structures. In this regards earthquake vulnerability of Chandgaon Residential Area(R/A) has been assessed on the basis of potential structural vulnerability of more than 300 buildings. Initial results reveal that there have large varieties of construction practices, however, predominantly RCC structures were found. RVS score of these structures reveal that in general buildings are of minimum quality and further evaluation and strengthening of buildings is recommended. Walk down evaluation encountered several factors which were responsible for comparatively lower range of vulnerability scores.
VL  - 3
IS  - 1
ER  -

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