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预应力混凝土T形梁桥动力特性分析模型
引用本文:郭向荣,陈淮.预应力混凝土T形梁桥动力特性分析模型[J].计算力学学报,2000,17(2):176-183.
作者姓名:郭向荣  陈淮
作者单位:1. 长沙铁道学院土建学院,长沙,410075
2. 郑州工业大学土建学院,郑州,450002
摘    要:本文对预应力混凝土T形梁桥动力分析建方法进行了详细研究。将桥梁划分为梁段单元,考虑T形梁的弯曲、自由扭转、约束扭转变形以及桥梁局部构件(如横隔板等)的作用,由能量原理建立结构的单元特性矩阵。实践应用表明,本文提出了方法使用方便,适合于计算机求解,是装配式预应力混凝土T形梁桥结构动力分析的一种实用可靠的方法。

关 键 词:T形梁桥  动力特性  建模  预应力混凝土

Dynamic characteristics analysis model of prestressed concrete T-type beam
GUO Xiang\|rong\,CHEN Hu\|ai\,ZENG Qing\|yuan\.Dynamic characteristics analysis model of prestressed concrete T-type beam[J].Chinese Journal of Computational Mechanics,2000,17(2):176-183.
Authors:GUO Xiang\|rong\  CHEN Hu\|ai\  ZENG Qing\|yuan\
Abstract:HT5SS]Detailed research on the method of founding a model for dynamic analysis of prestressed concrete T\|type beam is made in this paper. The bridge is scattered in beam\|segment elements, considering the flexural, free torsional, restraint torsional deformation of T\|type beam and the action of local member(exp. cross diaphragm plate, etc.) the element characteristic matrix of structure is established by the principle of energy. Applications in practice suggest that the method presented in this paper is convenient for applications and suitable for solution with computer as well, so it is a practical, reliable method for dynamic analysis of fabricated prestressed concrete T\|type beam structure.
Keywords:T\|type beam bridge  dynamic characteristic  found a model
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