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月 11 → 2013 9月 13 |
Other
| Other | 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 |
|---|---|
| 国/地域 | Japan |
| City | Sapporo |
| Period | 13/9/11 → 13/9/13 |
ASJC Scopus subject areas
- 土木構造工学
- 建築および建設