摘要
为了准确分析爆炸作用下地下拱结构的动力响应,利用阻尼系数来表达土介质与结构的动力相互作用,建立结构运动方程。由于结构动态响应方程的复杂性,在计算中对结构进行了简化,忽略了结构剪切力、转动惯性矩以及切向力的影响,并且假设拱结构在切线方向是不可延展的。利用振型分解法获得了两端固支拱结构在爆炸荷载作用下的动态响应的解析解。对圆心角为120°的拱结构单元进行了计算,得出了位移、速度和加速度时程响应曲线,探讨了参数响应的最大值与比例爆距之间的关系,得到了最大值与比例爆距之间的关系曲线。利用解析计算得到了结构弯矩的包络图。
An exact solution for the vibration of arches subject to forces of denotation is obtained by employing a modal superposition method.As to the complicities of the problems of an arch,some simplifications are made,such as the effect of shear,rotary inertia and tangential forces are neglected and the arch is supposed to be incompressible.In order to simulate the forces applied on the underground structure,the soil-structure interaction is considered using a damping coefficient.An arch element with an opening angle of 120° is used for calculating and the responses of displacements,velocities and accelerations are obtained.The relation between the maximum response and the scaled distance is analyzed and the figure is plotted.According to the suggested method,maximum internal forces of each cross section of the arch can be calculated.
出处
《工程力学》
EI
CSCD
北大核心
2013年第4期169-174,共6页
Engineering Mechanics
基金
国家自然科学基金创新研究群体科学基金项目(51021001),国家自然科学基金项目(51078351)
重庆交通大学(桥梁)结构工程重点实验室开放基金项目(CQSLBF-Z11-1)
岩土力学与堤坝工程教育部实验室(河海大学)开放基金项目(GH200905)
关键词
爆炸
动力相互作用
地下拱结构
受迫振动
动态响应
blast load
dynamic interaction
arch structure
forced vibration
dynamic response
