Pushover Analysis of an OMRF Building Located in Dhaka

α
Soumya Suhreed Das
Soumya Suhreed Das
σ
Sudipta Roy
Sudipta Roy
ρ
Adhora Tahsin
Adhora Tahsin
α Stamford University Bangladesh

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Pushover Analysis of an OMRF Building Located in Dhaka

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Abstract

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.

References

4 Cites in Article
  1. S Eskandarjoy (2017). Time History and Response Spectrum Analysis of Vertically Irregular R.C. Building Frames.
  2. Anil Chopra,Rakesh Goel (2004). A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildings.
  3. R Sharmin,T Hosssain Seismic Performance evaluation of Residential Buildings in Dhaka City using Pushover Analysis.
  4. S Brzev,J Sherstobitoff (2004). Performance based seismic evaluation of concrete reservoir structures.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

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): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords
Classification
GJRE-E Classification: FOR Code: 290801
Version of record

v1.2

Issue date

July 4, 2018

Language
en
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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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Pushover Analysis of an OMRF Building Located in Dhaka

Soumya Suhreed Das
Soumya Suhreed Das Stamford University Bangladesh
Sudipta Roy
Sudipta Roy
Adhora Tahsin
Adhora Tahsin

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