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简支转连续梁桥双支座对梁受力影响分析
引用本文:宋仙云,唐小兵,刘世健,郝天之.简支转连续梁桥双支座对梁受力影响分析[J].水运科技信息,2010(2):4-7.
作者姓名:宋仙云  唐小兵  刘世健  郝天之
作者单位:[1]武汉理工大学交通学院,武汉430063 [2]广西交通科学研究院,南宁530007
摘    要:分析了简支梁、连续梁及简支转连续梁桥受力特点和单支座、弹性双支座及刚性双支座简支转连续梁的静力学和动力学特点。利用弹簧单元来模拟双支座简支转连续梁桥的计算,并通过工程实例实测数据与计算结果对比分析,证明弹性双支座模型的可行性。

关 键 词:简支转连续  单支座  双支座  模态

Effect Analysis of Double Bearing to Beam of Simply Supported-continuous Bridge
Song Xianyun,Tang Xiaobing,Liu Shijian,Hao Tianzhi.Effect Analysis of Double Bearing to Beam of Simply Supported-continuous Bridge[J].Transportation Science & Technology,2010(2):4-7.
Authors:Song Xianyun  Tang Xiaobing  Liu Shijian  Hao Tianzhi
Institution:1.Traffic School of Wuhan University of Technology,Wuhan 430063,China;2.Guangxi Research Institute of Transportation,Nanling 530007,China)
Abstract:The paper analyzed the stress characteristics of simply supported beams, continuous beams and the statics and dynamics characteristics of simply supported-continuous bridge of single-bearing, flexible double bearing and rigid double bearing. Using spring elements to simulate the double-bearing simply-supported continuous beam bridge, through the comparative analysis of specific project examples measured data and the simulated data, the paper proves the feasibility of flexible double-bearing model.
Keywords:simply supported-continuous system  single bearing  double bearing  modal
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