HYBRID SPHERICAL ROLLERS UTILIZATION FOR EARTHQUAKE RESISTANT STRUCTURES CHARACTERISTICS
Shivam Kumar
, Abhishek Sharma
Earthquake Resistant, Rollers Utilization, Hybrid Spherical Rollers, Damping Impact
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.
"HYBRID SPHERICAL ROLLERS UTILIZATION FOR EARTHQUAKE RESISTANT STRUCTURES CHARACTERISTICS", IJSDR - International Journal of Scientific Development and Research (www.IJSDR.org), ISSN:2455-2631, Vol.6, Issue 7, page no.408 - 416, July-2021, Available :https://ijsdr.org/papers/IJSDR2107062.pdf
Volume 6
Issue 7,
July-2021
Pages : 408 - 416
Paper Reg. ID: IJSDR_193555
Published Paper Id: IJSDR2107062
Downloads: 000347175
Research Area: Engineering
Country: -, -, -
ISSN: 2455-2631 | IMPACT FACTOR: 9.15 Calculated By Google Scholar | ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 9.15 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator
Publisher: IJSDR(IJ Publication) Janvi Wave
