力的平衡条件 meaning in Chinese
force condition of equilibrium
Examples
- The distance from figure center of the parabola to the potential slide surface is less than half of the section length . mechanical conditions of this method include not only force equilibrium but also moment equilibrium . as for the beam - on - foundation , its pressure can be calculated by homogeneous hypothesis or winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximatively on the long term working step
对于桩在滑面以上段所受的坡体荷载，提出可按形心偏下的抛物线型分布模式计算，并在满足力的平衡条件的同时还满足力矩平衡条件；对于地梁上作用的坡体荷载，提出在锚索张拉阶段可按均布或温克尔( winkler )地基假定或弹性半无限体地基假定来计算，在工作阶段则一般可以近似按库仑主动土压力理论计算。 - A new method , which is based on the force equilibrium condition and the geometrical compatibility condition of cable , according to the constant unstressed length of cable , is presented in this paper to determinate the geometric of suspension bridge free cable . numerical examples with humen suspension bridge are given to demonstrate the effectiveness and the validity of the proposed method
根据索的力的平衡条件及变形相容条件，由缆索无应力长度不变的原则来建立缆索状态方程，提出了悬索桥主缆空缆状态线形分析的一种新方法.以虎门悬索桥为例对该方法的正确性和适用性进行验证，可供桥梁工程技术人员设计参考 - Abstract : a new method , which is based on the force equilibrium condition and the geometrical compatibility condition of cable , according to the constant unstressed length of cable , is presented in this paper to determinate the geometric of suspension bridge free cable . numerical examples with humen suspension bridge are given to demonstrate the effectiveness and the validity of the proposed method
文摘:根据索的力的平衡条件及变形相容条件，由缆索无应力长度不变的原则来建立缆索状态方程，提出了悬索桥主缆空缆状态线形分析的一种新方法.以虎门悬索桥为例对该方法的正确性和适用性进行验证，可供桥梁工程技术人员设计参考 - The whole building can be equivalent to a cantilever bar , and the structural total displacements can be divided into parallel displacement and rotational displacement based on the harmonize condition of displacement , and the parallel shear and the rotational shear of the elements can be accordingly obtained by selecting the renegade body from top to bottom in turn
根据位移协调条件，将结构的位移分解成平动与转动成分，得到相应的结构平动时构件所承担的剪力与结构转动时构件所承担的剪力，再根据力的平衡条件，推导出双向地震作用下考虑构件抗扭刚度时结构的线弹性扭转角，并对构件的剪力及变形进行了修正。