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B．年次報告書 >
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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
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| Title: | Bi-directional Loading Hybrid Test of Square Section Steel Piers |
| Authors: | AOKI, Tetsuhiko
DANG, Ji |
| 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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