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deck in suspension bridges WANG Da(王达)1, DENG Yang(邓扬)2, LIU Yong-ming(刘永明)3, LIU Yang(刘扬)1 1. School of Civil Engineering, Changsha University of Science & Technology, Changsha 410114, China; 2... indicates that traditional thermal stress calculation in suspension bridges is based on the 2D plane structure with simplified temperature profiles on bridges. Thus, a 3D FEM is proposed for accurate......
suspension bridge under vehicle loads ZHOU Guang-pan(周广盼)1, LI Ai-qun(李爱群)1, 2, LI Jian-hui(李建慧)3, DUAN Mao-jun(端茂军)3 1. School of Civil Engineering, Southeast University, Nanjing 210096, China; 2...-anchored suspension bridge under static and dynamic vehicle loads. Based on the field test using 12 heavy trucks and finite element simulations, the static deformations of different components, stress......
for self-anchored suspension bridge with extra-wide concrete girder ZHOU Guang-pan(周广盼)1, LI Ai-qun(李爱群)1, 2, LI Jian-hui(李建慧)3, DUAN Mao-jun(端茂军)3 1. School of Civil Engineering, Southeast University... during its two-year service period from April 2015 to April 2017 was studied based on monitored data. The Hunan Road Bridge is the widest concrete self-anchored suspension bridge in China at present......
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; A new semi-active suspension...; Abstract: A new semi-active suspension control strategy through mixed H2/H∞ robust technique was developed due to its flexibility......
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were built, based on the influence of horizontal roof gap on backfilling effect, and influence rules of four factors, i.e. support height, suspension height, suspension angle and tamping angle, were... factors, while six legs (II) type has the poorest adaptability, and the horizontal roof gap is small under large support height, small suspension height, small suspension angle and large tamping angle......