Handling uncertainties in seismic analysis of long span suspension bridges

L. Sgambi, E. Garavaglia, Noemi Basso, F. Bontempi

研究成果: Conference contribution

抜粋

This study deals with the treatments of uncertainties in the seismic analysis of complex structures. As a complex structure, one has considered a long span suspension bridge having the main span of 3300 m. This is, without doubt, a very complex structure due to the presence of nonlinearities, uncertainties and interactions phenomena determining its behaviour. This paper focused the attention on the definition of the seismic input and the following dynamic analyses that are made in presence of uncertainties.

元の言語English
ホスト出版物のタイトルSafety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
ページ1703-1709
ページ数7
出版物ステータスPublished - 2013
外部発表Yes
イベント11th International Conference on Structural Safety and Reliability, ICOSSAR 2013 - New York, NY
継続期間: 2013 6 162013 6 20

Other

Other11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
New York, NY
期間13/6/1613/6/20

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Safety, Risk, Reliability and Quality

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  • これを引用

    Sgambi, L., Garavaglia, E., Basso, N., & Bontempi, F. (2013). Handling uncertainties in seismic analysis of long span suspension bridges. : Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013 (pp. 1703-1709)