Equivalent simplified model for calculating longitudinal movement of the stiffening girder of a suspension bridge under random traffic flow
1.Key Laboratory of Green Building and Intelligent Construction in Higher Educational Institutions of Hunan Province, Hunan City University, Yiyang 413000, China
2.Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha 410082, China
3.Hunan Province Communications Planning, Survey and Design Institute, Changsha 410008, China
4.Hunan Engineering Research Center of Development and Application of Ceramsite Concrete Technology, Hunan City University, Yiyang 413000, China
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