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第44号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11178/4703

Title: パイプアーチ補強された桁橋の耐震性について(都市基盤デザイン工学科)
Other Titles: On Earthquake Resistance Performance of Girder Bridge Reinforced Using Pipe Arches(DEPARTMENT OF CIVIL AND URBAN DESIGN ENGINEERING)
Authors: 水田, 洋司
尾本, 乾
橋本, 晃
MIZUTA, Yoji
OMOTO, Tsutomu
HASHIMOTO, Akira
ミズタ, ヨウジ
オモト, ツトム
ハシモト, アキラ
九州産業大学工学部都市基盤デザイン工学科 / (株)ガイアートT.K / (株)千代田コンサルタント九州支店技術部
Keywords: earthquake resistance performance
girder bridge
pipe arch
lining method
pier foundation
vibration characteristic
eigenvalue analysis
vibration test
non-linear earthquake response analysis
Issue Date: Dec-2007
Publisher: 九州産業大学工学部
Abstract: In the method of earthquake reinforcement on the girder bridge, there are reinforced concrete lining method and steel sheet lining method of bending proof stress control type and reinforced concrete lining method using together with steel sheet. If the girder bridge is reinforced using these construction methods, the toughness of a pier stud section in the girder bridge improves, and a proof stress of it improves, too. However, the load that the pier foundation should bear increases. In this paper, we clarify it about earthquake resistance performance of the girder bridge reinforced in pipe arches. At first, we compare a vibration characteristic found by eigenvalue analysis with a vibration characteristic provided from a vibration experiment. At second, we examine the influence that the pipe arches reinforcement gives to earthquake resistance performance from a result provided by non-linear earthquake response analysis.
URI: http://hdl.handle.net/11178/4703
Appears in Collections:第44号

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