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篇名
Reliability-based Design Method for Scoured Bridges
並列篇名
Reliability-based Design Method for Scoured Bridges
作者 陳俊仲劉俊仁張國鎮曾子俊
英文摘要
There are many reasons for the failure of a crossing bridge. Domestic and international studies have pointed out that one of the main reasons is scour events. In existing bridge design codes, the scouring effect is not considered as a load effect. When considering multiple-hazard reliability design, engineers face problems with load and resistance factor design(LRFD) that do not consider the scouring effect as a load. This study offers a novel approach of transferring the scouring effect into a load pattern and applying load combinations, yielding a more direct design method. This research continues on from previous results, starting with the concept of an equivalent scour load. We propose two applications of equivalent scour load: one is building a scour fragility curve, the other is calculating the load factors of multiple-hazard LRFD. The objective is to help engineers to evaluate and design a crossing bridge with scour events. We use a Monte Carlo method to simulate hazards and evaluate bridge failure probability with conditional probability. Finally, we obtain the scour fragility curve in order to calculate the load factors in multiple-hazard LRFD through reliability analysis. After developing a scour fragility curve, engineers can quickly obtain the failure probability versus scour depth. The load factor of the multiple-hazard LRFD can be used in the design of a crossing bridge, which will make the design procedure smoother.
起訖頁 53-56
關鍵詞 bridge scouringequivalent scour loadscour fragility curvemultiple-hazard load and resistance factor design
刊名 NCREE Research Programs and Accomplishments  
期數 2016 (2015期)
出版單位 財團法人國家實驗研究院國家地震工程研究中心
該期刊-上一篇 Experimental and Design Investigation of a Viscous Damper Filled with Shear Thickening Fluids
該期刊-下一篇 Evaluation of Current Installation Schemes for Viscous Dampers in Taiwan
 

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