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鋼製高橋脚の耐震最適設計


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Title: 鋼製高橋脚の耐震最適設計
Other Titles: Optimum Aseismic Design of High Steel Piers
Authors: 小西, 保則 / 高橋, 和雄 / 新井, 伸博
Authors (alternative): Konishi, Yasunori / Takahashi, Kazuo / Arai, Nobuhiro
Issue Date: Jul-1980
Publisher: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
Citation: 長崎大学工学部研究報告, (15), pp.57-64; 1980
Abstract: Optimum aseismic design of high steel pier with circular cross-section is presented. The pier is idealdzed by a cantilever with end spring and mass subjected to axial force. The methed of modal analysis and root mean square method are employed to determine earthquake response of the structure. SUMT method is used in the optimum design. N umerical results are shown for the high steel pier which supports two spans continuous truss.
URI: http://hdl.handle.net/10069/23983
ISSN: 02860902
Type: Departmental Bulletin Paper
Text Version: publisher
Appears in Collections:No.15

Citable URI : http://hdl.handle.net/10069/23983

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