Long-term performance prediction of RC bridge slabs in a marine environment

M. Akiyama*, D. M. Frangopol, I. Yoshida

*この研究の対応する著者

研究成果: Conference contribution

抄録

For reinforced concrete (RC) structures located in a marine environment it is important to consider the effects of this environment on their long-term performance. In this paper, a time-dependent structural reliability analysis method of RC bridge slabs taking the hazard associated with airborne chlorides into consideration is proposed. Also, a procedure to obtain the failure probabilities of RC bridge slabs in a marine environment updated by Sequential Monte Carlo Simulation (SMCS) is indicated. Using SMCS, multiple random variables related to observation information can be updated simultaneously. The effects of marine environment, inspection results, and the number of inspections on the updated estimates of bridge slab reliability are discussed.

本文言語English
ホスト出版物のタイトルBridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management
ページ3012-3019
ページ数8
出版ステータスPublished - 2010 12月 1
外部発表はい
イベント5th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2010 - Philadelphia, PA, United States
継続期間: 2010 7月 112010 7月 15

出版物シリーズ

名前Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management

Conference

Conference5th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2010
国/地域United States
CityPhiladelphia, PA
Period10/7/1110/7/15

ASJC Scopus subject areas

  • 安全性、リスク、信頼性、品質管理
  • 建築および建設

フィンガープリント

「Long-term performance prediction of RC bridge slabs in a marine environment」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