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...
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| Format: | Article |
| Language: | en |
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EDP Sciences
2017
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| Online Access: | http://eprints.usm.my/37285/1/%28Vulnerability_Assessment_of_Building%29_matecconf_iscee2017_02019.pdf http://eprints.usm.my/37285/ https://doi.org/10.1051/matecconf/201710302019 |
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| _version_ | 1834501187740631040 |
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| 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 |
| building | Hamzah Sendut Library |
| collection | Institutional Repository |
| content_provider | Universiti Sains Malaysia |
| content_source | USM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| 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. |
| format | Article |
| id | my.usm.eprints.37285 |
| institution | Universiti Sains Malaysia |
| language | en |
| publishDate | 2017 |
| publisher | EDP Sciences |
| record_format | eprints |
| spelling | my.usm.eprints.37285 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 http://eprints.usm.my/37285/ https://doi.org/10.1051/matecconf/201710302019 |
| url_provider | http://eprints.usm.my/ |