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Vol.03 (2010) >
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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/2632

Title: Bi-directional Loading Hybrid Test of Square Section Steel Piers
Authors: AOKI, Tetsuhiko
Keywords: Bi-directional
hybrid test
response behavior
steel bridge piers
square section
Issue Date: 7-Sep-2011
Publisher: 愛知工業大学耐震実験センター
Abstract: Bi-directionalloading test are carried out to examine response behavior of square section steel bridge piers under the prescribed ground accelerations in the Design Specification of Road Bridge in Japan. Each of these ground seismic motions has two horizontal components. Both uni-lateral and bi-lateral excitations are imposed to the 2.4m high pier models with the section of 450mm x 450mm. 1t is found from the test results that the bi-lateral excitation deteriorates the lateral bearing force of the piers compared to the uni-lateral loading
URI: http://hdl.handle.net/11133/2632
Appears in Collections:2.研究論文

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