Seismic design of RC bridge piers to ensure the post-disaster functionality of road network

Y. Nogami, M. Akiyama, D. M. Frangopol

研究成果: Conference contribution

2 被引用数 (Scopus)

抄録

When designing bridges located in seismic hazard zones, the final design has to be determined by taking into consideration the functionality of the post-disaster road network. The effect of inelastic bridge behavior on the deterioration of the functionality of a road network after an earthquake needs to be incorporated in the seismic analysis. This paper deals with risk-based seismic design of RC bridges to ensure a specified postdisaster functionality of the road network. Computational results show that compared with bridges designed to minimize the seismic life-cycle cost, bridges designed taking into consideration the requirement of post-disaster traffic capacity of a road network need to have a higher seismic performance.

本文言語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3581-3586
ページ数6
出版ステータスPublished - 2013 12 1
イベント11th International Conference on Structural Safety and Reliability, ICOSSAR 2013 - New York, NY, United States
継続期間: 2013 6 162013 6 20

出版物シリーズ

名前Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013

Conference

Conference11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
CountryUnited States
CityNew York, NY
Period13/6/1613/6/20

ASJC Scopus subject areas

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

フィンガープリント 「Seismic design of RC bridge piers to ensure the post-disaster functionality of road network」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル