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荷载列作用下简支曲线梁的动力响应
引用本文:单德山,李乔.荷载列作用下简支曲线梁的动力响应[J].重庆交通大学学报(自然科学版),2001,20(1):6-9.
作者姓名:单德山  李乔
作者单位:西南交通大学桥梁及结构工程系,
基金项目:铁道部科技开发项目,97G07,
摘    要:用积分变换法求解了荷载列作用下简支曲线梁桥动力响应的解析解 .在讨论过程中将单轴、两轴和四轴三种荷载列模型用一标准荷载列模型来表示 ,使得荷载模型更具有普遍性 .在讨论过程中均采用标准函数 ,从而避免了公式推导过程中的不确定因素 .最后按本文所给出的计算方法编制了计算简支曲线梁在荷载列作用下的动力响应程序 ,得到了较好的结果

关 键 词:曲线梁  移动荷载  动力响应
文章编号:1001-716X(2001)01-0006-04
修稿时间:2000年6月2日

Dynamic response of simply curved-girder under moving loa d series
SHAN De-shan,LI Qiao.Dynamic response of simply curved-girder under moving loa d series[J].Journal of Chongqing Jiaotong University,2001,20(1):6-9.
Authors:SHAN De-shan  LI Qiao
Abstract:In this paper the integral transform method is used to analyze the dynamic response of simply supported curved-girder under moving load series,and gets the closed-form soulions to the dynamic response.A standar d load series model was defined to represent single-axis,double-axes and foura xes load series models.With the standard load model,dynamical responses of simpl y supported curved beam were determined.Since no self-defined functions were ut ilized,the deduction process is unequivocal and results in a reliable result.Acc or ding to these we have completed the program which can calculate the dynamic resp onse of curved-beam under moving loads.
Keywords:curved  girder  moving load series  dynamic resporise
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