![]() |
[email protected] |
![]() |
3275638434 |
![]() |
![]() |
Paper Publishing WeChat |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Huma Kanta Mishra1, Akira Igarashi2, Dang Ji2 and Hiroshi Matsushima2
Full-Text PDF
XML 1181 Views
DOI:10.17265/1934-7359/2014.01.009
1. Department of Urban Management, Kyoto University, Kyoto 615-8540, Japan
2. Department of Civil and Earth Resource Engineering, Kyoto University, Kyoto 615-8540, Japan
Investigation of seismic performance of buildings with STRP (scrap tire rubber pad) seismic isolators by means of pseudo-dynamic tests and numerical simulation is presented. The isolated building is numerically modeled, while the base isolation layer is considered as the experimental substructure in the pseudo-dynamic tests. The test result verifies that the STRP isolator shows acceptable shear deformation performance predicted by the design methods, and demonstrated that seismic isolation using STRP works as a protective measure to provide enhanced seismic performance of the building indicated by the reduction of top floor absolute acceleration, drift and base shear as designated.
Pseudodynamic test, STRP isolator, numerical simulation, base isolation, seismic performance.