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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM38422
Volume:
8 |
11 |
Nov 2024
Pages:
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Walls with prestressed tendons along with energy dissipating devices are called as Hybrid PT Shear Walls. A simplified numerical model will be used with good correlation of past experimental studies. The model will be developed in computational software SAP2000. Further this validate model will be integrated into a multi storey building frame. And the performance of the building is compared with conventional & hybrid PT shear wall. Performance of the building is compared in terms of strength, stiffness, ductility, energy dissipation capacity and residual lateral displacement.This study examines the behaviour mentioned above.
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Publication Date
6/10/2024
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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Conflict of Interest
The authors declare no conflict of interest related to this research work.
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No funding information available for this research.
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