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INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016 open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15 |
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| Paper Title: | A Survey Studied on Hybrid Spherical Rollers and Earthquake Resistant Structures |
| Authors Name: | Shivam Kumar , Abhishek Sharma |
| Unique Id: | IJSDR2103122 |
| Published In: | Volume 6 Issue 3, March-2021 |
| Abstract: | In a very comprehensive experimental investigation, the effectiveness of four different models is examined. Each model is composed of three single bay frames with three stores each. The naked frame has the highest peak displacement reaction of all of the frames, while the braced frame has the highest peak acceleration response. Because the braced frame has a higher stiffness and is subjected to a higher excitation frequency, it has the greatest acceleration response. The frame with designed hybrid spherical roller base isolated frame has the lowest peak displacement response among the frames with infill walls due to greater energy dissipation. Despite this, the peak acceleration response of this frame is the highest among frames with infill wall due to greater stiffness and higher excitation frequency; nevertheless, due to damping effect, its peak acceleration is lower than a naked frame. The frames with infill walls exhibit the greatest peak displacement response because the presence of an opening in the wall reduces its rigidity. The peak acceleration and peak displacement responses of the single braced frame are higher when compared to the frame with the base isolated frame. The damping impact of the base isolated frame is decreased when compared to another frame. Braced frames are stiffer than in-filled frames. As a consequence, the acceleration response of the brace system is much higher than that of the in-filled systems. However, this paper presented the peak displacement response is smaller when compared to a braced system. This may be because in-filled frames dissipate more energy than braced frames. |
| Keywords: | Earthquake Resistant, Rollers, Hybrid Spherical Rollers, Damping Impact |
| Cite Article: | "A Survey Studied on Hybrid Spherical Rollers and Earthquake Resistant Structures", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.6, Issue 3, page no.741 - 745, March-2021, Available :http://www.ijsdr.org/papers/IJSDR2103122.pdf |
| Downloads: | 000337212 |
| Publication Details: | Published Paper ID: IJSDR2103122 Registration ID:193552 Published In: Volume 6 Issue 3, March-2021 DOI (Digital Object Identifier): Page No: 741 - 745 Publisher: IJSDR | www.ijsdr.org ISSN Number: 2455-2631 |
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