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- W3204148829 abstract "There are a number of methods to connect SC walls to RC foundations. An experimental study of the cyclic nonlinear behavior of SC walls at the University at Buffalo used a connection detail involving the post-tensioning of an SC wall with a steel baseplate to a RC foundation. This connection introduced flexibility that influenced substantially the global response of the SC walls. In this paper, an analytical method is proposed to characterize the rotational flexibility of an SC wall with a baseplate connection. Based on the results of the numerical and analytical studies, the rotational flexibility at the base of an SC wall with baseplate connection is due to the prying action on the baseplate. The method is validated using data from the tests of four SC walls. Good agreement between the analytical and test results confirms the utility of the proposed method for calculating the initial stiffness of an SC wall with post-tensioned baseplate connection." @default.
- W3204148829 created "2021-10-11" @default.
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- W3204148829 date "2015-01-01" @default.
- W3204148829 modified "2023-09-26" @default.
- W3204148829 title "An Analytical Model for a Baseplate Connection of an SC Wall to an RC Foundation" @default.
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