dc.contributor.author | Ullah, Muhib | |
dc.contributor.author | Tarif, Md .TAtanvir Hossen | |
dc.contributor.author | Islam, Ashraful | |
dc.contributor.author | Rahman, Md. Azizur | |
dc.date.accessioned | 2025-01-06T09:43:56Z | |
dc.date.available | 2025-01-06T09:43:56Z | |
dc.date.issued | 2022-04-22 | |
dc.identifier.uri | http://suspace.su.edu.bd/handle/123456789/981 | |
dc.description.abstract | This study aims at the comparison of provisions of earthquake analysis given in BNBC
2020. The revised BNBC 2020 has divided the seismic zones of Bangladesh into four
different categories such as Zone-Ⅰ, Zone-Ⅱ, Zone-Ⅲ and Zone-Ⅳ respectively. They
have different seismic zone coefficients. Finally, structural analysis and design of a
typical G+5 storey residential building situated in all four seismic zones is conducted
to investigate the seismic behavior of that building under revised seismic zones and
seismic zone coefficients. It is found that seismic base shear, displacement is much
higher in zone-Ⅳ compared to other zones. For seismic zone-Ⅳ, overall highest
displacement 46.19 mm and lowest displacement 4.64 mm in zone-Ⅰ. The deflection of
various members, inter storey drift, lateral displacement of the whole structure and
stress of all members, inter storey lateral displacement of the whole structure and stress
of all members were checked comparison with limiting value of the design criteria.
After the preliminary design, the various cross section of beams and column and beam
which the volume of concrete and quantity of steel is saved to precise amount and
maximize the usable floor area by satisfying the design criteria. Finally, the member of
column & beam sizes increases same seismic zone variation concrete | en_US |
dc.language.iso | en_US | en_US |
dc.publisher | Soanargaon Universiy (SU) | en_US |
dc.relation.ispartofseries | ;BCE-220715 | |
dc.subject | Multi Storied (G+5=6) Residential BUlding For Different Zones In BangladeshUsing ETABS | en_US |
dc.title | A Comparison Study On Seismic Analysis Of Multi Storied (G+5=6) Residential BUlding For Different Zones In BangladeshUsing ETABS | en_US |
dc.type | Thesis | en_US |