Computation of Initial State and Zero State(ZS) of Structure Composed of Cables, Bars and Beams 索杆梁结构体系初始状态与零状态(ZS)的确定
Convolution integral is a mathematical method applied to calculus the zero state response of continuous-time systems. 卷积积分是计算连续时间系统零状态(ZS)响应的数学工具。
Through the tension-compensation method, the shape analysis is carried out, so the process to ensure the cable prestress and the forming of zero state are achieved. 通过张力补偿法对该结构进行了结构形态分析,完成了确定拉索预应力值的过程和放样态的找形过程分析。
Reciprocity and unitarity of non-loss linear networks in zero state 线性无耗零状态(ZS)网络的互易性和幺正性
Beam String Structure needs determine the initial geometry in zero state and initial prestressing force distribute geometry before analysing. 张弦梁在受力分析前需要确定其零状态(ZS)放样几何及初始预应力分布。