Evaluation of the Effect of Pulse Period and Seismic Intensity on the Pattern of Lateral Displacement Distribution in the Height of RC-Moment Resisting Frames
Determining the pattern of lateral displacement distribution in the height of structures and the factors affecting it, has an important role in increasing the accuracy of optimal design and functional design against various seismic loads. In this paper, the pattern of lateral displacement distributi...
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| Format: | Article |
| Language: | fas |
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University of Qom
2023-08-01
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| Series: | پژوهشهای زیرساختهای عمرانی |
| Subjects: | |
| Online Access: | https://cer.qom.ac.ir/article_2267_5e6441a19d92d6c828cfa4e3533aab89.pdf |
| _version_ | 1797232998338265088 |
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| author | Nima Shahbazi Reza Aghayari Iman Ashayeri |
| author_facet | Nima Shahbazi Reza Aghayari Iman Ashayeri |
| author_sort | Nima Shahbazi |
| collection | DOAJ |
| description | Determining the pattern of lateral displacement distribution in the height of structures and the factors affecting it, has an important role in increasing the accuracy of optimal design and functional design against various seismic loads. In this paper, the pattern of lateral displacement distribution between floors at the height of flexural reinforced concrete frames is investigated and the effect of seismic intensity and pulse period on this issue is investigated. The studied frames are three structures of 3, 9 and 15 floors of RC Moment-resisting frames. the middle frames of the structures were non-linearly modeled in 2D in the SeismoStruct 2021 program, and nonlinear analysis was performed under the set of records and at different seismic intensities. the displacement response of the structures was compared. The results showed that in orderly short-term reinforced concrete bending frames without any irregularity under the set of selected accelerometers in this research, the effect of all records is almost equal and displacement occurs in the upper floors. As the height of the structures increases and the effect of higher modes increases, the effect of the pulse period of stagnation and seismic intensity is felt. |
| first_indexed | 2024-04-24T16:09:11Z |
| format | Article |
| id | doaj.art-b18c2204a56d415d9dc8648e993a8339 |
| institution | Directory Open Access Journal |
| issn | 2783-140X |
| language | fas |
| last_indexed | 2024-04-24T16:09:11Z |
| publishDate | 2023-08-01 |
| publisher | University of Qom |
| record_format | Article |
| series | پژوهشهای زیرساختهای عمرانی |
| spelling | doaj.art-b18c2204a56d415d9dc8648e993a83392024-03-31T19:58:54ZfasUniversity of Qomپژوهشهای زیرساختهای عمرانی2783-140X2023-08-0191475810.22091/cer.2022.8244.13982267Evaluation of the Effect of Pulse Period and Seismic Intensity on the Pattern of Lateral Displacement Distribution in the Height of RC-Moment Resisting FramesNima Shahbazi0Reza Aghayari1Iman Ashayeri2M.Sc. Student, Civil Engineering Department, Razi University, Kermanshah, IranPh.D., Associate Professor, Civil Engineering Department, Razi University, Kermanshah, IranPh.D., Assistant Professor, Civil Engineering Department, Razi University, Kermanshah, IranDetermining the pattern of lateral displacement distribution in the height of structures and the factors affecting it, has an important role in increasing the accuracy of optimal design and functional design against various seismic loads. In this paper, the pattern of lateral displacement distribution between floors at the height of flexural reinforced concrete frames is investigated and the effect of seismic intensity and pulse period on this issue is investigated. The studied frames are three structures of 3, 9 and 15 floors of RC Moment-resisting frames. the middle frames of the structures were non-linearly modeled in 2D in the SeismoStruct 2021 program, and nonlinear analysis was performed under the set of records and at different seismic intensities. the displacement response of the structures was compared. The results showed that in orderly short-term reinforced concrete bending frames without any irregularity under the set of selected accelerometers in this research, the effect of all records is almost equal and displacement occurs in the upper floors. As the height of the structures increases and the effect of higher modes increases, the effect of the pulse period of stagnation and seismic intensity is felt.https://cer.qom.ac.ir/article_2267_5e6441a19d92d6c828cfa4e3533aab89.pdfrelative displacement patternpulse periodnear-field earthquakesreinforced concrete moment-resisting frame |
| spellingShingle | Nima Shahbazi Reza Aghayari Iman Ashayeri Evaluation of the Effect of Pulse Period and Seismic Intensity on the Pattern of Lateral Displacement Distribution in the Height of RC-Moment Resisting Frames پژوهشهای زیرساختهای عمرانی relative displacement pattern pulse period near-field earthquakes reinforced concrete moment-resisting frame |
| title | Evaluation of the Effect of Pulse Period and Seismic Intensity on the Pattern of Lateral Displacement Distribution in the Height of RC-Moment Resisting Frames |
| title_full | Evaluation of the Effect of Pulse Period and Seismic Intensity on the Pattern of Lateral Displacement Distribution in the Height of RC-Moment Resisting Frames |
| title_fullStr | Evaluation of the Effect of Pulse Period and Seismic Intensity on the Pattern of Lateral Displacement Distribution in the Height of RC-Moment Resisting Frames |
| title_full_unstemmed | Evaluation of the Effect of Pulse Period and Seismic Intensity on the Pattern of Lateral Displacement Distribution in the Height of RC-Moment Resisting Frames |
| title_short | Evaluation of the Effect of Pulse Period and Seismic Intensity on the Pattern of Lateral Displacement Distribution in the Height of RC-Moment Resisting Frames |
| title_sort | evaluation of the effect of pulse period and seismic intensity on the pattern of lateral displacement distribution in the height of rc moment resisting frames |
| topic | relative displacement pattern pulse period near-field earthquakes reinforced concrete moment-resisting frame |
| url | https://cer.qom.ac.ir/article_2267_5e6441a19d92d6c828cfa4e3533aab89.pdf |
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