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Tall and highrise buildings located in seismically vulnerable zones usually need to go through seismic evaluation to check its resilience against cyclic loading produced due to surface waves created by earthquakes. Large seismic waves create undulations in soils which drastically reduces the strength of foundations and ordinary moment resisting frames and the following aftershocks accelerate crack propagation of structural systems and dynamic overloading, leading to a heavy toll on lives. To protect buildings in dynamically active zones, moment resisting frames need seismic detailing alongside seismic testing. These paper deals with nonlinear dynamic analysis(pushover techniques) on a highrise building located in Dhaka city which was originally designed as a simple moment resisting frame, and necessary optimization of structural elements to improve its function against dynamic loading using the help from the BNBC code and the ETABS software.
Soumya Suhreed Das. 2018. \u201cPushover Analysis of an OMRF Building Located in Dhaka\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 18 (GJRE Volume 18 Issue E1): .
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
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Total Score: 103
Country: Bangladesh
Subject: Global Journal of Research in Engineering - E: Civil & Structural
Authors: Soumya Suhreed Das, Sudipta Roy, Adhora Tahsin (PhD/Dr. count: 0)
View Count (all-time): 219
Total Views (Real + Logic): 3105
Total Downloads (simulated): 1479
Publish Date: 2018 07, Wed
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Tall and highrise buildings located in seismically vulnerable zones usually need to go through seismic evaluation to check its resilience against cyclic loading produced due to surface waves created by earthquakes. Large seismic waves create undulations in soils which drastically reduces the strength of foundations and ordinary moment resisting frames and the following aftershocks accelerate crack propagation of structural systems and dynamic overloading, leading to a heavy toll on lives. To protect buildings in dynamically active zones, moment resisting frames need seismic detailing alongside seismic testing. These paper deals with nonlinear dynamic analysis(pushover techniques) on a highrise building located in Dhaka city which was originally designed as a simple moment resisting frame, and necessary optimization of structural elements to improve its function against dynamic loading using the help from the BNBC code and the ETABS software.
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