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Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables 被引量:5
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作者 Khawaja Ali Hiroshi Katsuchi Hitoshi Yamada 《Engineering》 SCIE EI 2021年第1期111-123,共13页
This study provides new insights into the comparison of cable-stayed and extradosed bridges based on the safety assessment of their stay cables.These bridges are often regarded as identical structures owing to the use... This study provides new insights into the comparison of cable-stayed and extradosed bridges based on the safety assessment of their stay cables.These bridges are often regarded as identical structures owing to the use of inclined cables;however,the international standards for bridge design stipulate different safety factors for stay cables of both types of bridges.To address this misconception,a comparative study was carried out on the safety factors of stay cables under fatigue and ultimate limit states by considering the effects of various untoward and damaging factors,such as overloading,cable loss,and corrosion.The primary goal of this study is to describe the structural disparities between both types of bridges and evaluate their structural redundancies by employing deterministic and nondeterministic methods.To achieve this goal,three-dimensional finite-element models of both bridges were developed based on the current design guidelines for stay cables in Japan.After the balanced states of the bridge models were achieved,static analyses were performed for different safety factors of stay cables in a parametric manner.Finally,the first-order reliability method and Monte Carlo method were applied to determine the reliability index of stay cables.The analysis results show that cable-stayed and extradosed bridges exhibit different structural redundancies for different safety factors under the same loading conditions.Moreover,a significant increase in structural redundancy occurs with an incremental increase in the safety factors of stay cables. 展开更多
关键词 cable-stayed bridge extradosed bridge REDUNDANCY Stay cable Safety factor Reliability analysis
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大跨环形矮塔斜拉桥主塔力学性能分析
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作者 燕海蛟 黄康 +1 位作者 甘露 颜俊 《公路交通技术》 2024年第2期123-132,共10页
以大跨度环形矮塔斜拉桥的主塔为研究对象,借助大型有限元程序midas进行了静力及地震动时程分析,通过提取杆系模型中的最不利内力,对索塔锚固区及下塔柱钢混结合段空间应力进行分析。结果表明:1)钢塔在静力及地震工况下强度及稳定均满... 以大跨度环形矮塔斜拉桥的主塔为研究对象,借助大型有限元程序midas进行了静力及地震动时程分析,通过提取杆系模型中的最不利内力,对索塔锚固区及下塔柱钢混结合段空间应力进行分析。结果表明:1)钢塔在静力及地震工况下强度及稳定均满足要求;2)索塔锚固区及钢混结合段应力状态良好、构造细节处理较为合理。 展开更多
关键词 环形矮塔斜拉桥 钢锚箱 钢混结合段 空间应力
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Design concept of the Twin River Bridges in Chongqing,China
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作者 Man-Chung TANG 《Frontiers of Structural and Civil Engineering》 SCIE EI 2011年第4期427-431,共5页
The Dongshuimen Bridge over the Yangtze River and the Qiansimen Bridge over the Jialing River in Chongqing,China are located at the tip of the Yuzhong Peninsula.Together,they are called the Twin River Bridges.Both are... The Dongshuimen Bridge over the Yangtze River and the Qiansimen Bridge over the Jialing River in Chongqing,China are located at the tip of the Yuzhong Peninsula.Together,they are called the Twin River Bridges.Both are double deck structures carrying four lanes of traffic on their upper decks and two transit tracks on their lower decks.The girders are steel truss structures with orthotropic plates and the towers are made of concrete.Aesthetics were carefully considered for the design of these bridges because of their visibility in the city and their neighboring landmarks. 展开更多
关键词 long span bridges partially cable-supported girder bridge cable-stayed bridge extradosed steel truss bridge aesthetics CHONGQING China
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