A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software

Faruque Abdullah; Zahidul Islam; Mohammad Abu Turab Asif; Sumon Ali

doi:doi:10.11648/j.ajce.20210904.13

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A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software

Faruque Abdullah, Zahidul Islam, Mohammad Abu Turab Asif, Sumon Ali

Published in American Journal of Civil Engineering (Volume 9, Issue 4)

Received: 28 July 2021 Accepted: 7 August 2021 Published: 18 August 2021

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Abstract

The Bangladesh National Building Code (BNBC) specifies and regulates the general specifications for structural, architecture and design parameters in Bangladesh. In the last three decades, Civil Engineering techniques, knowledge and materials as well as design parameters have been modified as per requirement. As a consequence, BNBC 2010 was written to reflect the transition. In this study, a systematic and parametric structural analysis of a ten-story residential building was analyzed (ETABS 16.0.2 software) by using BNBC 1993 and BNBC 2020 for four different locations (Patuakhali, Chandpur, Rangpur and Moulovibazar) suited in several zones to demonstrate how lateral load affects structural analysis and design of high rise infrastructure. The decision making parameters for structural analysis and design are tremor and wind forces, story drift, wind and seismic shear, moment of unique beams and columns, and base shear for seismic forces according to BNBC 2020 vary significantly compared to BNBC 1993. In this study, the earthquake load varies from 7.42% to 59.78%, while wind force ranges from 19.16% to 36.14% in the x-direction and 49.51% to 63.78% for y-direction, and story drift for earthquake load ranges from 47.96% to 51.27% and for wind load ranges from 29.89% to 34.45%. The comparison of the aforesaid design parameters is depicted graphically, and relevant tables are presented in this research article. In comparison to BNBC 1993, the requirements of BNBC 2020 usually result in a less cost-effective design with a higher safety margin.

Published in	American Journal of Civil Engineering (Volume 9, Issue 4)
DOI	10.11648/j.ajce.20210904.13
Page(s)	118-126
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), 2021. Published by Science Publishing Group

Keywords

ETABS, Manual Calculations, BNBC, Shear Force, Bending Moment

References

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[2]	A. Brencich and M. Gnecco, “Failure Case Studies in Structural Engineering Courses and Professional Practice,” Arab. J. Sci. Eng., vol. 37, no. 8, pp. 2113–2126, 2012.
[3]	A. Tuken and N. A. Siddiqui, “Assessment of Shear Wall Quantity in Seismic-Resistant Design of Reinforced Concrete Buildings,” Arab. J. Sci. Eng., vol. 38, no. 10, pp. 2639–2648, 2013.
[4]	S. Das Gupta, K. H. Kanak, R. Islam, and F. Khan, “Structural Analysis of a High-Rise Building under Strong Winds Using ETABS,” vol. 3, no. 1, pp. 1–9, 2020.
[5]	T. M. Al-Hussaini, T. R. Hossain, and M. Nayeem Al-Noman, “Proposed changes to the geotechnical earthquake engineering provisions of the Bangladesh national building code,” Geotech. Eng., vol. 43, no. 2, pp. 1–7, 2012.
[6]	M. S. Bari and T. Das, “A Comparative Study on Seismic Analysis of Bangladesh National Building Code (BNBC) with Other Building Codes,” J. Inst. Eng. Ser. A, vol. 94, no. 3, pp. 131–137, 2013.
[7]	S. Islam, “Analysis on the Structural Systems for Drift Control of Tall Buildings due to Wind Load: Critical Investigation on Building Heights,” J. Sci. Technol., vol. 5, no. 1, pp. 1–19, 2014.
[8]	V. Varalakshmi, G. S. Kumar, and R. S. Sarma, “Analysis and Design of G + 5 Residential Building ABSTRACT :,” Int. Res. J. Eng. Technol., vol. 4, no. 6, pp. 73–77, 2017.
[9]	F. S. Imam, S. Tahsin, and A. Hassan, “Comparative Study On Lateral Load Analysis By BNBC - 1993 And Proposed BNBC - 2012,” Int. J. Sci. Technol. Res., vol. 3, no. 11, pp. 57–61, 2014.
[10]	A. Akter and S. Akter, “Wind velocity for Dhaka Divition Wind velocity in Mymensing Division,” no. February, pp. 1–12, 2018.
[11]	S. Zakir, A. Akther, and K. M. Amanat, “A Comparative Study of BNBC 1993 and 2017 Provisions for the Design of Multistoried Steel Buildings in High Wind and High Seismic Zone A Comparative Study of BNBC 1993 and 2017 Provisions FOR the Design of Multistoried Steel Buildings in High Wind and Hig,” no. January, pp. 4–9, 2019.
[12]	R. M. Faysal, “Comparison of Wind Load among BNBC and other Codes in different type of areas,” Basha Res. Corp., vol. 03, no. 03, 2014.
[13]	S. Z. Sarothi, M. S. Sakib, M. A. Hasan, A. Akhter, T. Rabbi, and D. K. M. Amanat, “COMPARATIVE ANALYSIS OF RC FRAME STRUCTURES FOLLOWING BNBC 1993 AND 2017 VERSIONS OF CODE FOR HIGH SEISMIC AND HIGH WIND ZONE Modeling and Analysis,” pp. 84–88, 2019.
[14]	Housing and Building Research Institute, Bangladesh National Building Code 1993. Bangladesh, 1993.
[15]	BNBC, “Bangladesh National Building Code (BNBC) 2020,” House Build. Res. Inst., no. 2, 2020.
[16]	F. Atique and Z. Wadud, “a Comparison of Bnbc-93 With Other Building Codes With Respect To Earthquake and Wind Analysis,” no. December 2001, pp. 0–5, 2003.

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APA Style

Faruque Abdullah, Zahidul Islam, Mohammad Abu Turab Asif, Sumon Ali. (2021). A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software. American Journal of Civil Engineering, 9(4), 118-126. https://doi.org/10.11648/j.ajce.20210904.13

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ACS Style

Faruque Abdullah; Zahidul Islam; Mohammad Abu Turab Asif; Sumon Ali. A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software. Am. J. Civ. Eng. 2021, 9(4), 118-126. doi: 10.11648/j.ajce.20210904.13

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AMA Style

Faruque Abdullah, Zahidul Islam, Mohammad Abu Turab Asif, Sumon Ali. A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software. Am J Civ Eng. 2021;9(4):118-126. doi: 10.11648/j.ajce.20210904.13

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@article{10.11648/j.ajce.20210904.13,
  author = {Faruque Abdullah and Zahidul Islam and Mohammad Abu Turab Asif and Sumon Ali},
  title = {A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software},
  journal = {American Journal of Civil Engineering},
  volume = {9},
  number = {4},
  pages = {118-126},
  doi = {10.11648/j.ajce.20210904.13},
  url = {https://doi.org/10.11648/j.ajce.20210904.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20210904.13},
  abstract = {The Bangladesh National Building Code (BNBC) specifies and regulates the general specifications for structural, architecture and design parameters in Bangladesh. In the last three decades, Civil Engineering techniques, knowledge and materials as well as design parameters have been modified as per requirement. As a consequence, BNBC 2010 was written to reflect the transition. In this study, a systematic and parametric structural analysis of a ten-story residential building was analyzed (ETABS 16.0.2 software) by using BNBC 1993 and BNBC 2020 for four different locations (Patuakhali, Chandpur, Rangpur and Moulovibazar) suited in several zones to demonstrate how lateral load affects structural analysis and design of high rise infrastructure. The decision making parameters for structural analysis and design are tremor and wind forces, story drift, wind and seismic shear, moment of unique beams and columns, and base shear for seismic forces according to BNBC 2020 vary significantly compared to BNBC 1993. In this study, the earthquake load varies from 7.42% to 59.78%, while wind force ranges from 19.16% to 36.14% in the x-direction and 49.51% to 63.78% for y-direction, and story drift for earthquake load ranges from 47.96% to 51.27% and for wind load ranges from 29.89% to 34.45%. The comparison of the aforesaid design parameters is depicted graphically, and relevant tables are presented in this research article. In comparison to BNBC 1993, the requirements of BNBC 2020 usually result in a less cost-effective design with a higher safety margin.},
 year = {2021}
}

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TY  - JOUR
T1  - A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software
AU  - Faruque Abdullah
AU  - Zahidul Islam
AU  - Mohammad Abu Turab Asif
AU  - Sumon Ali
Y1  - 2021/08/18
PY  - 2021
N1  - https://doi.org/10.11648/j.ajce.20210904.13
DO  - 10.11648/j.ajce.20210904.13
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 118
EP  - 126
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20210904.13
AB  - The Bangladesh National Building Code (BNBC) specifies and regulates the general specifications for structural, architecture and design parameters in Bangladesh. In the last three decades, Civil Engineering techniques, knowledge and materials as well as design parameters have been modified as per requirement. As a consequence, BNBC 2010 was written to reflect the transition. In this study, a systematic and parametric structural analysis of a ten-story residential building was analyzed (ETABS 16.0.2 software) by using BNBC 1993 and BNBC 2020 for four different locations (Patuakhali, Chandpur, Rangpur and Moulovibazar) suited in several zones to demonstrate how lateral load affects structural analysis and design of high rise infrastructure. The decision making parameters for structural analysis and design are tremor and wind forces, story drift, wind and seismic shear, moment of unique beams and columns, and base shear for seismic forces according to BNBC 2020 vary significantly compared to BNBC 1993. In this study, the earthquake load varies from 7.42% to 59.78%, while wind force ranges from 19.16% to 36.14% in the x-direction and 49.51% to 63.78% for y-direction, and story drift for earthquake load ranges from 47.96% to 51.27% and for wind load ranges from 29.89% to 34.45%. The comparison of the aforesaid design parameters is depicted graphically, and relevant tables are presented in this research article. In comparison to BNBC 1993, the requirements of BNBC 2020 usually result in a less cost-effective design with a higher safety margin.
VL  - 9
IS  - 4
ER  -

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Author Information

Faruque Abdullah

Department of Building Engineering & Construction Management, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh
Zahidul Islam

Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh
Mohammad Abu Turab Asif

Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh
Sumon Ali

Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh

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Plain Text BibTeX RIS

APA Style

Faruque Abdullah, Zahidul Islam, Mohammad Abu Turab Asif, Sumon Ali. (2021). A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software. American Journal of Civil Engineering, 9(4), 118-126. https://doi.org/10.11648/j.ajce.20210904.13

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ACS Style

Faruque Abdullah; Zahidul Islam; Mohammad Abu Turab Asif; Sumon Ali. A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software. Am. J. Civ. Eng. 2021, 9(4), 118-126. doi: 10.11648/j.ajce.20210904.13

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AMA Style

Faruque Abdullah, Zahidul Islam, Mohammad Abu Turab Asif, Sumon Ali. A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software. Am J Civ Eng. 2021;9(4):118-126. doi: 10.11648/j.ajce.20210904.13

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@article{10.11648/j.ajce.20210904.13,
  author = {Faruque Abdullah and Zahidul Islam and Mohammad Abu Turab Asif and Sumon Ali},
  title = {A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software},
  journal = {American Journal of Civil Engineering},
  volume = {9},
  number = {4},
  pages = {118-126},
  doi = {10.11648/j.ajce.20210904.13},
  url = {https://doi.org/10.11648/j.ajce.20210904.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20210904.13},
  abstract = {The Bangladesh National Building Code (BNBC) specifies and regulates the general specifications for structural, architecture and design parameters in Bangladesh. In the last three decades, Civil Engineering techniques, knowledge and materials as well as design parameters have been modified as per requirement. As a consequence, BNBC 2010 was written to reflect the transition. In this study, a systematic and parametric structural analysis of a ten-story residential building was analyzed (ETABS 16.0.2 software) by using BNBC 1993 and BNBC 2020 for four different locations (Patuakhali, Chandpur, Rangpur and Moulovibazar) suited in several zones to demonstrate how lateral load affects structural analysis and design of high rise infrastructure. The decision making parameters for structural analysis and design are tremor and wind forces, story drift, wind and seismic shear, moment of unique beams and columns, and base shear for seismic forces according to BNBC 2020 vary significantly compared to BNBC 1993. In this study, the earthquake load varies from 7.42% to 59.78%, while wind force ranges from 19.16% to 36.14% in the x-direction and 49.51% to 63.78% for y-direction, and story drift for earthquake load ranges from 47.96% to 51.27% and for wind load ranges from 29.89% to 34.45%. The comparison of the aforesaid design parameters is depicted graphically, and relevant tables are presented in this research article. In comparison to BNBC 1993, the requirements of BNBC 2020 usually result in a less cost-effective design with a higher safety margin.},
 year = {2021}
}

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TY  - JOUR
T1  - A Comparative Study of Lateral Load Analysis Considering Two BNBC Codes Using ETABS Software
AU  - Faruque Abdullah
AU  - Zahidul Islam
AU  - Mohammad Abu Turab Asif
AU  - Sumon Ali
Y1  - 2021/08/18
PY  - 2021
N1  - https://doi.org/10.11648/j.ajce.20210904.13
DO  - 10.11648/j.ajce.20210904.13
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 118
EP  - 126
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20210904.13
AB  - The Bangladesh National Building Code (BNBC) specifies and regulates the general specifications for structural, architecture and design parameters in Bangladesh. In the last three decades, Civil Engineering techniques, knowledge and materials as well as design parameters have been modified as per requirement. As a consequence, BNBC 2010 was written to reflect the transition. In this study, a systematic and parametric structural analysis of a ten-story residential building was analyzed (ETABS 16.0.2 software) by using BNBC 1993 and BNBC 2020 for four different locations (Patuakhali, Chandpur, Rangpur and Moulovibazar) suited in several zones to demonstrate how lateral load affects structural analysis and design of high rise infrastructure. The decision making parameters for structural analysis and design are tremor and wind forces, story drift, wind and seismic shear, moment of unique beams and columns, and base shear for seismic forces according to BNBC 2020 vary significantly compared to BNBC 1993. In this study, the earthquake load varies from 7.42% to 59.78%, while wind force ranges from 19.16% to 36.14% in the x-direction and 49.51% to 63.78% for y-direction, and story drift for earthquake load ranges from 47.96% to 51.27% and for wind load ranges from 29.89% to 34.45%. The comparison of the aforesaid design parameters is depicted graphically, and relevant tables are presented in this research article. In comparison to BNBC 1993, the requirements of BNBC 2020 usually result in a less cost-effective design with a higher safety margin.
VL  - 9
IS  - 4
ER  -

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