Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake

Progressive collapse is an initial local failure of the structural component and leading to the additional collapse of the building frames. This study investigated the vulnerability of four- and six-storey moment resisting concrete frame (MRCF) buildings subjected to progressive collapse. The fo...

Full description

Bibliographic Details
Main Authors: Mohamed Nazri, Fadzli, Zolkifle, Mohamad Khairi Adha, Mansor, Hazrina, Shahidan, Shahiron
Format: Article
Language:English
Published: EDP Sciences 2017
Subjects:
Online Access:http://eprints.usm.my/37285/1/%28Vulnerability_Assessment_of_Building%29_matecconf_iscee2017_02019.pdf
_version_ 1825833630559109120
author Mohamed Nazri, Fadzli
Zolkifle, Mohamad Khairi Adha
Mansor, Hazrina
Shahidan, Shahiron
author_facet Mohamed Nazri, Fadzli
Zolkifle, Mohamad Khairi Adha
Mansor, Hazrina
Shahidan, Shahiron
author_sort Mohamed Nazri, Fadzli
collection USM
description Progressive collapse is an initial local failure of the structural component and leading to the additional collapse of the building frames. This study investigated the vulnerability of four- and six-storey moment resisting concrete frame (MRCF) buildings subjected to progressive collapse. The four- and six-storey MRCF buildings were designed based on British Standard (BS) and Eurocode (EC). The differences between these two codes were investigated. Nonlinear static analysis, which is also known as pushover analysis (POA), and nonlinear dynamic analysis or incremental dynamic analysis (IDA), were performed for each model to obtain capacity curve and explore vulnerability measures. IDA was conducted using a sample of ground motion from an earthquake that occurred in Ranau, Sabah in 2015. The four-storey building was more vulnerable than the six-storey building.
first_indexed 2024-03-06T15:10:42Z
format Article
id usm.eprints-37285
institution Universiti Sains Malaysia
language English
last_indexed 2024-03-06T15:10:42Z
publishDate 2017
publisher EDP Sciences
record_format dspace
spelling usm.eprints-372852017-10-31T05:06:23Z http://eprints.usm.my/37285/ Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake Mohamed Nazri, Fadzli Zolkifle, Mohamad Khairi Adha Mansor, Hazrina Shahidan, Shahiron TA1-2040 Engineering (General). Civil engineering (General) Progressive collapse is an initial local failure of the structural component and leading to the additional collapse of the building frames. This study investigated the vulnerability of four- and six-storey moment resisting concrete frame (MRCF) buildings subjected to progressive collapse. The four- and six-storey MRCF buildings were designed based on British Standard (BS) and Eurocode (EC). The differences between these two codes were investigated. Nonlinear static analysis, which is also known as pushover analysis (POA), and nonlinear dynamic analysis or incremental dynamic analysis (IDA), were performed for each model to obtain capacity curve and explore vulnerability measures. IDA was conducted using a sample of ground motion from an earthquake that occurred in Ranau, Sabah in 2015. The four-storey building was more vulnerable than the six-storey building. EDP Sciences 2017 Article PeerReviewed application/pdf en http://eprints.usm.my/37285/1/%28Vulnerability_Assessment_of_Building%29_matecconf_iscee2017_02019.pdf Mohamed Nazri, Fadzli and Zolkifle, Mohamad Khairi Adha and Mansor, Hazrina and Shahidan, Shahiron (2017) Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake. MATEC Web of Conferences, 103 (02019). pp. 1-5. ISSN 2261-236X https://doi.org/10.1051/matecconf/201710302019
spellingShingle TA1-2040 Engineering (General). Civil engineering (General)
Mohamed Nazri, Fadzli
Zolkifle, Mohamad Khairi Adha
Mansor, Hazrina
Shahidan, Shahiron
Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake
title Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake
title_full Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake
title_fullStr Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake
title_full_unstemmed Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake
title_short Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake
title_sort vulnerability assessment of building frames subjected to progressive collapse caused by earthquake
topic TA1-2040 Engineering (General). Civil engineering (General)
url http://eprints.usm.my/37285/1/%28Vulnerability_Assessment_of_Building%29_matecconf_iscee2017_02019.pdf
work_keys_str_mv AT mohamednazrifadzli vulnerabilityassessmentofbuildingframessubjectedtoprogressivecollapsecausedbyearthquake
AT zolkiflemohamadkhairiadha vulnerabilityassessmentofbuildingframessubjectedtoprogressivecollapsecausedbyearthquake
AT mansorhazrina vulnerabilityassessmentofbuildingframessubjectedtoprogressivecollapsecausedbyearthquake
AT shahidanshahiron vulnerabilityassessmentofbuildingframessubjectedtoprogressivecollapsecausedbyearthquake