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Reseach Article

A Brief Study of Hybrid Masonry Structural Frame

by Ridwan Mohammed Nur, Anjon Kumar Das, Kazi Md. Sharif Uddin
International Journal of Computer Applications
Foundation of Computer Science (FCS), NY, USA
Volume 99 - Number 8
Year of Publication: 2014
Authors: Ridwan Mohammed Nur, Anjon Kumar Das, Kazi Md. Sharif Uddin
10.5120/17396-7947

Ridwan Mohammed Nur, Anjon Kumar Das, Kazi Md. Sharif Uddin . A Brief Study of Hybrid Masonry Structural Frame. International Journal of Computer Applications. 99, 8 ( August 2014), 38-41. DOI=10.5120/17396-7947

@article{ 10.5120/17396-7947,
author = { Ridwan Mohammed Nur, Anjon Kumar Das, Kazi Md. Sharif Uddin },
title = { A Brief Study of Hybrid Masonry Structural Frame },
journal = { International Journal of Computer Applications },
issue_date = { August 2014 },
volume = { 99 },
number = { 8 },
month = { August },
year = { 2014 },
issn = { 0975-8887 },
pages = { 38-41 },
numpages = {9},
url = { https://ijcaonline.org/archives/volume99/number8/17396-7947/ },
doi = { 10.5120/17396-7947 },
publisher = {Foundation of Computer Science (FCS), NY, USA},
address = {New York, USA}
}
%0 Journal Article
%1 2024-02-06T22:27:42.078451+05:30
%A Ridwan Mohammed Nur
%A Anjon Kumar Das
%A Kazi Md. Sharif Uddin
%T A Brief Study of Hybrid Masonry Structural Frame
%J International Journal of Computer Applications
%@ 0975-8887
%V 99
%N 8
%P 38-41
%D 2014
%I Foundation of Computer Science (FCS), NY, USA
Abstract

In Bangladesh many buildings are found which are not so strong to resist lateral forces such as seismic and wind forces. This research work has been performed to investigate the way of improving the lateral load resisting capacity of buildings. The deflection of different case of structure such as a) Concrete Frame, b) Steel Frame c) Hybrid Masonry Frame system has been investigated in this research work by using civil engineering based finite element analysis software STAAD Pro. -2006. Four (4) sides of a 15 story commercial building has been considered in this research work. The four sides of the frames are the front side frame, back side frame, left side frame, and right side frame respectively. For Front side frame, the highest value is 11. 858" for concrete frame and the lowest deflection value is 4. 241" for the hybrid masonry frame. Therefore, deflection of the hybrid masonry frame is reduced by 73. 66% with respect to concrete frame structure. For Back side frame, the highest value is 11. 455" for concrete frame and the lowest deflection value is 4. 129" for hybrid masonry frame. Therefore, deflection of hybrid masonry frame is reduced by 73. 50% with respect to concrete frame structure. For Left side frame, the highest value is 11. 863" for concrete frame and the lowest deflection value is 3. 101" for the hybrid masonry frame. Therefore, deflection of the hybrid masonry frame is reduced by 79. 30% with respect to concrete frame structure. For Right side frame, the highest value is 11. 455" for concrete frame and the lowest deflection value is 2. 993" for the hybrid masonry frame. Therefore, deflection of the hybrid masonry frame is reduced by 79. 28% with respect to concrete frame structure.

References
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  6. Hybrid Concrete Masonry Construction Details,TEK 3-3B,National Concrete Masonry Association,Herndon,VA,2009
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  8. Masonry Advisory Council 2002: "Design Guide for Taller Cavity Walls," Masonry Advisory Council, Park Ridge, IL, 2002
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  10. Bangladesh National Building Code (BNBC) 2006.
Index Terms

Computer Science
Information Sciences

Keywords

Hybrid masonry concrete steel deflection frame STAAD Pro. finite element analysis civil engineering.