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 four-...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2017-01-01
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| Series: | MATEC Web of Conferences |
| Online Access: | https://doi.org/10.1051/matecconf/201710302019 |
| _version_ | 1818930127725133824 |
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| author | Mohamed Nazri Fadzli Adha Zolkifle Mohamad Khairi Mansor Hazrina Shahidan Shahiron |
| author_facet | Mohamed Nazri Fadzli Adha Zolkifle Mohamad Khairi Mansor Hazrina Shahidan Shahiron |
| author_sort | Mohamed Nazri Fadzli |
| collection | DOAJ |
| 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 | 2024-12-20T03:55:46Z |
| format | Article |
| id | doaj.art-3b222156269641bfb6d73338c3a3c961 |
| institution | Directory Open Access Journal |
| issn | 2261-236X |
| language | English |
| last_indexed | 2024-12-20T03:55:46Z |
| publishDate | 2017-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | MATEC Web of Conferences |
| spelling | doaj.art-3b222156269641bfb6d73338c3a3c9612022-12-21T19:54:18ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011030201910.1051/matecconf/201710302019matecconf_iscee2017_02019Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by EarthquakeMohamed Nazri Fadzli0Adha Zolkifle Mohamad Khairi1Mansor Hazrina2Shahidan Shahiron3School of Civil Engineering, Engineering Campus, Universiti Sains MalaysiaSchool of Civil Engineering, Engineering Campus, Universiti Sains MalaysiaFaculty of Civil Engineering, UiTM Shah AlamJamilus Research Center, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn MalaysiaProgressive 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.https://doi.org/10.1051/matecconf/201710302019 |
| spellingShingle | Mohamed Nazri Fadzli Adha Zolkifle Mohamad Khairi Mansor Hazrina Shahidan Shahiron Vulnerability Assessment of Building Frames Subjected to Progressive Collapse Caused by Earthquake MATEC Web of Conferences |
| 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 |
| url | https://doi.org/10.1051/matecconf/201710302019 |
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