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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: | HYBRID SPHERICAL ROLLERS UTILIZATION FOR EARTHQUAKE RESISTANT STRUCTURES CHARACTERISTICS |
| Authors Name: | Shivam Kumar , Abhishek Sharma |
| Unique Id: | IJSDR2107062 |
| Published In: | Volume 6 Issue 7, July-2021 |
| Abstract: | The efficacy of four distinct models is investigated in great detail in a very thorough experimental study, as follows: Each model consists of three individual bay frames each with three shops. The naked frame has the greatest reaction in all frames with a peak displacement, whereas the braced frame has the highest reaction. As the braced frame is more rigid and exposed to a higher frequency of excitation, it has the highest acceleration response. The frame with the isolated frame of the hybrid spherical roller base is the least expanded among frames with infill walls owing to the increased energy dissipation. However, owing to the increased rigidity and frequency of excitation, the peak acceleration response of this frame is the greatest among frames with infill wall; however, because to the dampening effect, it has a peak acceleration lower than naked frame. The frames with walls of infill show the highest movement response since the existence of an aperture in the wall lowers its stiffness. In comparison to the frame with the base isolated frame, the peak acceleration and peak displacement responses of the single braced frame are greater. Compared to another frame, the dampening effect of the base isolated frame decreases. Braced frames are more rigid than filled frames. As a result, the brace system's acceleration response is considerably greater than that of the filled systems. However, the peak displacement response is lower compared to a braced system in this study. This may be because filled frames lose more energy than fastened frames. |
| Keywords: | Earthquake Resistant, Rollers Utilization, Hybrid Spherical Rollers, Damping Impact |
| Cite Article: | "HYBRID SPHERICAL ROLLERS UTILIZATION FOR EARTHQUAKE RESISTANT STRUCTURES CHARACTERISTICS", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.6, Issue 7, page no.408 - 416, July-2021, Available :http://www.ijsdr.org/papers/IJSDR2107062.pdf |
| Downloads: | 000337212 |
| Publication Details: | Published Paper ID: IJSDR2107062 Registration ID:193555 Published In: Volume 6 Issue 7, July-2021 DOI (Digital Object Identifier): Page No: 408 - 416 Publisher: IJSDR | www.ijsdr.org ISSN Number: 2455-2631 |
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