Behavior of Concrete-Filled Steel Slender Columns Through Pseudo-Dynamic Tests.
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概要
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Pseudo-dynamic tests have been performed with five concrete-filled steel columns and one steel box column in order to investigate the seismic behavior of slender bridge piers. The test results show that concrete-filled steel slender bridge piers do not always cause large residual displacements, but cause large maximum response displacements.
- 公益社団法人 土木学会の論文
公益社団法人 土木学会 | 論文
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