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

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

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

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.

Original languageEnglish
Title of host publicationBridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management
Pages3005-3012
Number of pages8
Publication statusPublished - 2010
Externally publishedYes
Event5th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2010 - Philadelphia, PA
Duration: 2010 Jul 112010 Jul 15

Other

Other5th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2010
CityPhiladelphia, PA
Period10/7/1110/7/15

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ASJC Scopus subject areas

  • Safety, Risk, Reliability and Quality
  • Building and Construction
  • Architecture

Cite this

Akiyama, M., Frangopol, D. M., & Yoshida, I. (2010). Long-term performance prediction of RC bridge slabs in a marine environment. In Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management (pp. 3005-3012)