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J-GLOBAL ID:200902293753369529   Reference number:04A0715144

桁間ならびに桁-橋台間衝突を考慮した免震橋の簡易地震応答解析法

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Volume:Issue:Page: 1271-1282  Publication year: Aug. 23, 2004 
JST Material Number: L3686A  ISSN: 1345-9139  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Bridge engineering in general 
Reference (14):
  • 1) 社団法人日本道路協会: 道路橋示方書・同解説, V耐震設計編, 丸善, 1996.
  • 2) 渡辺学歩, 川島一彦: 衝突ばねを用いた桁間衝突の解析精度, 第2回地震時保有耐力法に基づく橋梁の耐震設計に関するシンポジウム講演論文集, pp.443-448, 1998. 12.
  • 3) 植原健治・川島一彦・庄司学: ゴム製緩衝装置とダンパーによる桁間衝突の低減効果, 第4回地震時保有耐力法に基づく橋梁の耐震設計に関するシンポジウム講演論文集, pp.505-512, 2000.
  • 4) Abdel-Ghaffar, S. M., Maragakis, E. and Saiidi, M.: Effects of the hinge restrainers on the response of the aptos creek bridge during the 1989 Loma Prieta Earthquake, Earthquake Spectra, Vol.13, No.2, pp.167-189, 1997.
  • 5) Desroches, R. and Fenves, G. L.: Evaluation of recorded earthquake response of a curved highway bridge, Earthquake Spectra, Vol.13, No.3, pp.363-386, 1997.
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