Risk-based seismic design of RC bridge pier to minimize the post-disaster functionality loss of road networks

Y. Nogami, S. Arima, M. Akiyama*

*この研究の対応する著者

研究成果: Paper査読

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 post-disaster 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
出版ステータスPublished - 2013
イベント13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 - Sapporo, Japan
継続期間: 2013 9 112013 9 13

Other

Other13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013
国/地域Japan
CitySapporo
Period13/9/1113/9/13

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設

フィンガープリント

「Risk-based seismic design of RC bridge pier to minimize the post-disaster functionality loss of road networks」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