Seismic Performance Evaluation of Essential Facilities Building in Dhaka City by Inelastic Time History Analysis

Ahmed, Md. Sabbir; Lodi, Farzad Khan

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dc.contributor.author	Ahmed, Md. Sabbir
dc.contributor.author	Lodi, Farzad Khan
dc.date.accessioned	2021-10-11T07:03:08Z
dc.date.available	2021-10-11T07:03:08Z
dc.date.issued	2012-11-15
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dc.identifier.uri	http://hdl.handle.net/123456789/1162
dc.description	Supervised by Mohammad Shafiqual Alam, Department of Civil and Environmental Engineering (CEE), Islamic University Of Technology (IUT), Board Bazar, Gazipur-1704, Bangladesh.	en_US
dc.description.abstract	Structures suffer significant inelastic deformation under a strong earthquake and dynamic characteristics of the structure change with time, so investigating the performance of a structure requires inelastic analytical procedures accounting for these features. Inelastic analytical procedures help to understand the actual behavior of structures by identifying failure modes and the potential for progressive collapse. Among the various inelastic procedures, the inelastic time history analysis is the most accurate method to predict the force and deformation demands at various components of the structure and hence, the application of inelastic time history analysis to evaluate the seismic performance of Secretariat Clinic Building located at the Secretariat of Government of Bangladesh, Dhaka is the focus of this thesis. Due to the unavailability of any strong ground motion record applicable for Dhaka city in the literature, artificial time history record generated based on response spectrum of Bangladesh National Building Code (BNBC,1993) has been used for analysis purpose in nonlinear finite element package, SeismoStruct-V5.2.2 (2011). The analysis reveals that the case study building possesses much greater stability in the longitudinal direction compared to the shorter direction in terms of energy dissipation capacity. It was also observed that storey sway mechanism develops in the bottom and top floors in both the directions under the input artificial time history records which may be attributed to the open ground floor for parking purposes and reduced steel area in columns at top floor from gravity load considerations.	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environment Engineering, Islamic University of Technology(IUT), Board Bazar, Gazipur, Bangladesh	en_US
dc.subject	Inelastic time history analysis, inter-storey drift, storey sway mechanism, strong motion	en_US
dc.title	Seismic Performance Evaluation of Essential Facilities Building in Dhaka City by Inelastic Time History Analysis	en_US
dc.type	Thesis	en_US