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- W2809969305 abstract "Abstract Using structural control technology in earthquake resistant design of buildings in Vietnam is very limited. In this paper, a performance evaluation of using Single Friction Pendulum (SFP) bearing for seismically isolated buildings with earthquake conditions in Vietnam is presented. A two-dimensional (2-D) model of the 5-storey building subjected to earthquakes is analyzed in time domain. Accordingly, the model is analyzed for 2 cases: with and without SFP bearing. The ground acceleration data is selected and scaled to suit the design acceleration in Hanoi followed by the Standard TCVN 9386:2012. It is shown that the seismically isolated buildings gets the performance objectives while achieving an 91% reduction in the base shear, a significant decrease in the inter-story drift and absolute acceleration of each story. A post-publication change was made to this article on 9 Jul 2020 to remove an author." @default.
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- W2809969305 date "2018-04-01" @default.
- W2809969305 modified "2023-09-27" @default.
- W2809969305 title "Performance of Single Friction Pendulum bearing for isolated buildings subjected to seismic actions in Vietnam" @default.
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- W2809969305 doi "https://doi.org/10.1088/1755-1315/143/1/012048" @default.
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