Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames

This study presents the fragility curves of regular and irregular moment-resisting frames using different heights, materials, and ground motion records. The concrete and steel frames used in this study differed in terms of height, namely, 3, 6, and 9 stories. Each type of frame was designed based on...

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Main Authors: Nazri, Fadzli Mohamed, Tan, Chee Ghuan, Saruddin, Siti Nur Aqilah
Format: Article
Published: Springer Verlag 2018
Subjects:
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author Nazri, Fadzli Mohamed
Tan, Chee Ghuan
Saruddin, Siti Nur Aqilah
author_facet Nazri, Fadzli Mohamed
Tan, Chee Ghuan
Saruddin, Siti Nur Aqilah
author_sort Nazri, Fadzli Mohamed
collection UM
description This study presents the fragility curves of regular and irregular moment-resisting frames using different heights, materials, and ground motion records. The concrete and steel frames used in this study differed in terms of height, namely, 3, 6, and 9 stories. Each type of frame was designed based on Eurocode 2 and Eurocode 3 with the aid of Eurocode 8 for earthquake loading. Incremental dynamic analysis (IDA) was conducted for the three selected ground motion records using SAP2000 software as the main tool. The IDA curves were compared to the five levels of the limit state of FEMA 356: operational phase (OP), immediate occupancy, damage control, life safety, and collapse prevention (CP). Based on the analysis of fragility curves, irregular frames exhibited a higher probability of reaching OP and CP levels compared with regular frames.
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spelling um.eprints-211552019-05-08T05:22:18Z http://eprints.um.edu.my/21155/ Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames Nazri, Fadzli Mohamed Tan, Chee Ghuan Saruddin, Siti Nur Aqilah TA Engineering (General). Civil engineering (General) This study presents the fragility curves of regular and irregular moment-resisting frames using different heights, materials, and ground motion records. The concrete and steel frames used in this study differed in terms of height, namely, 3, 6, and 9 stories. Each type of frame was designed based on Eurocode 2 and Eurocode 3 with the aid of Eurocode 8 for earthquake loading. Incremental dynamic analysis (IDA) was conducted for the three selected ground motion records using SAP2000 software as the main tool. The IDA curves were compared to the five levels of the limit state of FEMA 356: operational phase (OP), immediate occupancy, damage control, life safety, and collapse prevention (CP). Based on the analysis of fragility curves, irregular frames exhibited a higher probability of reaching OP and CP levels compared with regular frames. Springer Verlag 2018 Article PeerReviewed Nazri, Fadzli Mohamed and Tan, Chee Ghuan and Saruddin, Siti Nur Aqilah (2018) Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames. International Journal of Civil Engineering, 16 (8). pp. 917-927. ISSN 1735-0522, DOI https://doi.org/10.1007/s40999-017-0237-0 <https://doi.org/10.1007/s40999-017-0237-0>. https://doi.org/10.1007/s40999-017-0237-0 doi:10.1007/s40999-017-0237-0
spellingShingle TA Engineering (General). Civil engineering (General)
Nazri, Fadzli Mohamed
Tan, Chee Ghuan
Saruddin, Siti Nur Aqilah
Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames
title Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames
title_full Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames
title_fullStr Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames
title_full_unstemmed Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames
title_short Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames
title_sort fragility curves of regular and irregular moment resisting concrete and steel frames
topic TA Engineering (General). Civil engineering (General)
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AT tancheeghuan fragilitycurvesofregularandirregularmomentresistingconcreteandsteelframes
AT saruddinsitinuraqilah fragilitycurvesofregularandirregularmomentresistingconcreteandsteelframes