Dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions
The isolation technique is widely studied and applied in structural engineering due to its excellent seismic performance. However, the existing research mostly focuses on the conventional structure under the action of regular ground motions. In this paper, a story adding seismic structure, a base-is...
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| Language: | en |
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2021
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| Online Access: | http://umpir.ump.edu.my/id/eprint/31481/1/2021%20Dynamic%20response%20analysis%20of%20story-adding%20structure%20with%20isolation%20technique%20subjected%20to%20near-fault%20pulse-like%20ground%20motions%20-%20ScienceDirect.pdf http://umpir.ump.edu.my/id/eprint/31481/ https://doi.org/10.1016/j.pce.2020.102957 |
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| author | Ma, XiaoTong Bao, Chao Doh, Shu Ing Liu, HaiFeng Zhang, L. X. Ma, Z. W. He, Y. |
| author_facet | Ma, XiaoTong Bao, Chao Doh, Shu Ing Liu, HaiFeng Zhang, L. X. Ma, Z. W. He, Y. |
| author_sort | Ma, XiaoTong |
| building | UMPSA Library |
| collection | Institutional Repository |
| content_provider | Universiti Malaysia Pahang Al-Sultan Abdullah |
| content_source | UMPSA Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | The isolation technique is widely studied and applied in structural engineering due to its excellent seismic performance. However, the existing research mostly focuses on the conventional structure under the action of regular ground motions. In this paper, a story adding seismic structure, a base-isolated structure, and a story-adding isolated structure were simulated by using numerical simulation methods. The dynamic response characteristics of the three structures under near-fault pulse-like ground motions are analysed and compared with the far-fault ground motions. The results showed that using the base isolation can significantly extend the period of the main structure and reduce the seismic response on the upper structure. The inter-story drift ratio, inter-story shear force, and the story acceleration of all three structures under near-field pulse-like ground motions were all larger than that of far-field earthquakes. Both base-isolated structure and story-adding isolated structure showed excellent damping performance. Besides, the damping properties of the base-isolated structure are better than the story-adding isolated structure. |
| format | Article |
| id | my.ump.umpir.31481 |
| institution | Universiti Malaysia Pahang |
| language | en |
| publishDate | 2021 |
| record_format | eprints |
| spelling | my.ump.umpir.314812021-09-30T08:28:45Z http://umpir.ump.edu.my/id/eprint/31481/ Dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions Ma, XiaoTong Bao, Chao Doh, Shu Ing Liu, HaiFeng Zhang, L. X. Ma, Z. W. He, Y. TA Engineering (General). Civil engineering (General) The isolation technique is widely studied and applied in structural engineering due to its excellent seismic performance. However, the existing research mostly focuses on the conventional structure under the action of regular ground motions. In this paper, a story adding seismic structure, a base-isolated structure, and a story-adding isolated structure were simulated by using numerical simulation methods. The dynamic response characteristics of the three structures under near-fault pulse-like ground motions are analysed and compared with the far-fault ground motions. The results showed that using the base isolation can significantly extend the period of the main structure and reduce the seismic response on the upper structure. The inter-story drift ratio, inter-story shear force, and the story acceleration of all three structures under near-field pulse-like ground motions were all larger than that of far-field earthquakes. Both base-isolated structure and story-adding isolated structure showed excellent damping performance. Besides, the damping properties of the base-isolated structure are better than the story-adding isolated structure. 2021-02 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/31481/1/2021%20Dynamic%20response%20analysis%20of%20story-adding%20structure%20with%20isolation%20technique%20subjected%20to%20near-fault%20pulse-like%20ground%20motions%20-%20ScienceDirect.pdf Ma, XiaoTong and Bao, Chao and Doh, Shu Ing and Liu, HaiFeng and Zhang, L. X. and Ma, Z. W. and He, Y. (2021) Dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions. Physics and Chemistry of the Earth, Parts A/B/C, 121. pp. 1-8. (Published) https://doi.org/10.1016/j.pce.2020.102957 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Ma, XiaoTong Bao, Chao Doh, Shu Ing Liu, HaiFeng Zhang, L. X. Ma, Z. W. He, Y. Dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions |
| title | Dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions |
| title_full | Dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions |
| title_fullStr | Dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions |
| title_full_unstemmed | Dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions |
| title_short | Dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions |
| title_sort | dynamic response analysis of story-adding structure with isolation technique subjected to near-fault pulse-like ground motions |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/31481/1/2021%20Dynamic%20response%20analysis%20of%20story-adding%20structure%20with%20isolation%20technique%20subjected%20to%20near-fault%20pulse-like%20ground%20motions%20-%20ScienceDirect.pdf http://umpir.ump.edu.my/id/eprint/31481/ https://doi.org/10.1016/j.pce.2020.102957 |
| url_provider | http://umpir.ump.edu.my/ |