Assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method
Abnormal loads that include explosions, vehicle accidents, bombings, and earthquakes that cause column failure may lead to progressive collapse. This study investigated the potential of progressive collapse of column removal in order to evaluate the tendency of progressive collapse between Moment Re...
Saved in:
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | en |
| Published: |
ASM JOURNAL, ASM Publisher
2018
|
| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/3670/1/AJ%202019%20%28166%29.pdf http://eprints.uthm.edu.my/3670/ |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1833417399086350336 |
|---|---|
| author | Mohamed Nazri, Fadzli Mou_d Kassem, Moustafa Shahidan, Shahiron Mohd Zuki, Sharifah Salwa Sooria, Sherliza Zaini |
| author_facet | Mohamed Nazri, Fadzli Mou_d Kassem, Moustafa Shahidan, Shahiron Mohd Zuki, Sharifah Salwa Sooria, Sherliza Zaini |
| author_sort | Mohamed Nazri, Fadzli |
| building | UTHM Library |
| collection | Institutional Repository |
| content_provider | Universiti Tun Hussein Onn Malaysia |
| content_source | UTHM Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Abnormal loads that include explosions, vehicle accidents, bombings, and earthquakes that cause column failure may lead to progressive collapse. This study investigated the potential of progressive collapse of column removal in order to evaluate the tendency of progressive collapse between Moment Resisting Concrete Frames (MRCF) and Moment- Resisting Steel Frames (MRSF) related to the deformation of rotation degree. This study also evaluated the drift limit of damage measurement. The moment resisting frames were designed based on Eurocode (EC3) and (EC8). The response of 4-, 6- and 9-storey MRCF structures and MRSF structures using the Alternative Path Method (APM) was studied whereas the locations of columns removed at the corner and at the centre of the structures were speci ed as Case 1 and Case 2, respectively. Pushover Analysis (POA) and Incremental Dynamic Analysis (IDA) were performed using the SAP 2000 program. Two types of framed structures with single column loss in two di erent locations, i.e. corner and centre were considered in this investigation. The results showed that MRCF has a larger potential of experiencing progressive collapse than MRSF. A greater Peak Ground Acceleration (PGA) value was obtained by Case 2 before it reached the Collapse Prevention Limit. Therefore, this nding revealed that column loss at the corner of buildings causes a higher risk of progressive collapse compared to column loss at the centre of buildings. |
| format | Article |
| id | my.uthm.eprints-3670 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | en |
| publishDate | 2018 |
| publisher | ASM JOURNAL, ASM Publisher |
| record_format | eprints |
| spelling | my.uthm.eprints-36702021-11-21T06:53:22Z http://eprints.uthm.edu.my/3670/ Assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method Mohamed Nazri, Fadzli Mou_d Kassem, Moustafa Shahidan, Shahiron Mohd Zuki, Sharifah Salwa Sooria, Sherliza Zaini TA630-695 Structural engineering (General) Abnormal loads that include explosions, vehicle accidents, bombings, and earthquakes that cause column failure may lead to progressive collapse. This study investigated the potential of progressive collapse of column removal in order to evaluate the tendency of progressive collapse between Moment Resisting Concrete Frames (MRCF) and Moment- Resisting Steel Frames (MRSF) related to the deformation of rotation degree. This study also evaluated the drift limit of damage measurement. The moment resisting frames were designed based on Eurocode (EC3) and (EC8). The response of 4-, 6- and 9-storey MRCF structures and MRSF structures using the Alternative Path Method (APM) was studied whereas the locations of columns removed at the corner and at the centre of the structures were speci ed as Case 1 and Case 2, respectively. Pushover Analysis (POA) and Incremental Dynamic Analysis (IDA) were performed using the SAP 2000 program. Two types of framed structures with single column loss in two di erent locations, i.e. corner and centre were considered in this investigation. The results showed that MRCF has a larger potential of experiencing progressive collapse than MRSF. A greater Peak Ground Acceleration (PGA) value was obtained by Case 2 before it reached the Collapse Prevention Limit. Therefore, this nding revealed that column loss at the corner of buildings causes a higher risk of progressive collapse compared to column loss at the centre of buildings. ASM JOURNAL, ASM Publisher 2018 Article PeerReviewed text en http://eprints.uthm.edu.my/3670/1/AJ%202019%20%28166%29.pdf Mohamed Nazri, Fadzli and Mou_d Kassem, Moustafa and Shahidan, Shahiron and Mohd Zuki, Sharifah Salwa and Sooria, Sherliza Zaini (2018) Assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method. ASM Science Journal, 11 (3). pp. 167-181. ISSN 18236782 |
| spellingShingle | TA630-695 Structural engineering (General) Mohamed Nazri, Fadzli Mou_d Kassem, Moustafa Shahidan, Shahiron Mohd Zuki, Sharifah Salwa Sooria, Sherliza Zaini Assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method |
| title | Assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method |
| title_full | Assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method |
| title_fullStr | Assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method |
| title_full_unstemmed | Assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method |
| title_short | Assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method |
| title_sort | assessment for the progressive collapse of moment resisting frame structures using a practiced-oriented method |
| topic | TA630-695 Structural engineering (General) |
| url | http://eprints.uthm.edu.my/3670/1/AJ%202019%20%28166%29.pdf http://eprints.uthm.edu.my/3670/ |
| url_provider | http://eprints.uthm.edu.my/ |