A simple algorithm to assess structural performance by PBSD method

A simple algorithm to assess structural performance by PBSD method

In recent decades Performance Based Seismic Design (PBSD) is widely used for evaluation of the structural performance because of its capability and simplicity to estimate inelastic response of structure. On the other hand, some times in construction based on architectural decision, size of beams are...

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Main Authors: Ahmadi, Mohammad, Abu Bakar, Suhaimi
Format: Conference or Workshop Item
Published: 2015
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/67156/
https://www.scientific.net/AMM.735.117
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Institution: Universiti Teknologi Malaysia
id my.utm.67156
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spelling my.utm.671562017-07-06T01:08:19Z http://eprints.utm.my/id/eprint/67156/ A simple algorithm to assess structural performance by PBSD method Ahmadi, Mohammad Abu Bakar, Suhaimi TA Engineering (General). Civil engineering (General) In recent decades Performance Based Seismic Design (PBSD) is widely used for evaluation of the structural performance because of its capability and simplicity to estimate inelastic response of structure. On the other hand, some times in construction based on architectural decision, size of beams are being decreased. The aim of this attempt is to investigate the effect of beam size on structural behavior based on PBSD method using simple procedure. Capacity Spectrum Method (CSM) was implemented using set of RC frames (2, 4, 6, 8 and 10 story with three bays) and ETABS2000 to determine the weakness of the frames system due to their reduced beam size. The performance of the frames was measured at Life Safety damage control level. 2015 Conference or Workshop Item PeerReviewed Ahmadi, Mohammad and Abu Bakar, Suhaimi (2015) A simple algorithm to assess structural performance by PBSD method. In: Applied Mechanics and Materials, 1 Jan-3 Feb, 2015, Switzerland. https://www.scientific.net/AMM.735.117
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Ahmadi, Mohammad
Abu Bakar, Suhaimi
A simple algorithm to assess structural performance by PBSD method
description In recent decades Performance Based Seismic Design (PBSD) is widely used for evaluation of the structural performance because of its capability and simplicity to estimate inelastic response of structure. On the other hand, some times in construction based on architectural decision, size of beams are being decreased. The aim of this attempt is to investigate the effect of beam size on structural behavior based on PBSD method using simple procedure. Capacity Spectrum Method (CSM) was implemented using set of RC frames (2, 4, 6, 8 and 10 story with three bays) and ETABS2000 to determine the weakness of the frames system due to their reduced beam size. The performance of the frames was measured at Life Safety damage control level.
format Conference or Workshop Item
author Ahmadi, Mohammad
Abu Bakar, Suhaimi
author_facet Ahmadi, Mohammad
Abu Bakar, Suhaimi
author_sort Ahmadi, Mohammad
title A simple algorithm to assess structural performance by PBSD method
title_short A simple algorithm to assess structural performance by PBSD method
title_full A simple algorithm to assess structural performance by PBSD method
title_fullStr A simple algorithm to assess structural performance by PBSD method
title_full_unstemmed A simple algorithm to assess structural performance by PBSD method
title_sort simple algorithm to assess structural performance by pbsd method
publishDate 2015
url http://eprints.utm.my/id/eprint/67156/
https://www.scientific.net/AMM.735.117
_version_ 1643655910790266880

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