sap2000

The study was carried out first by evaluating the SAP2000 software .

本研究中首先先评估SAP2000软体之适用性。

In addition application of SAP2000 was introduced in detail in the bridge structure analysis to offer reference for same structure analysis .

同时详细地介绍了SAP2000在桥梁结构分析中的具体应用，可为同类结构的分析提供参考。

A software named SAP2000 was also conducted to simulate the behavior of wall framing in this research .

最后并藉由套装软体SAP2000，来模拟框架受压时的破坏强度，并作为参考。

Computing method simulating construction process and original datum definition for the finite software SAP2000 are put forward while computing with it .

利用有限元计算软件SAP2000进行计算时，提出能模拟结构施工过程的计算方法以及程序初始数据定义方法。

This paper analyzed a staggered-truss system by use of finite element procedure SAP2000 and evaluated the anti-seismic behavior of the staggered truss system .

应用有限元程序SAP2000，对错列桁架体系进行了静力弹塑性分析，并对该体系的抗震性能做出了评价。

Modal analysis of prototype structure and model structure are performed with SAP2000 ~ ? , and the calculation results show agreement with the results of field measurement and model test .

采用SAP2000（R）有限元程序进行原型结构与模型结构的模态分析，计算结果与现场实测结果及试验结果基本吻合。

Then , this project confer the relationship of the initial stiffness and limit load of equivalent steel component analyzed by SAP2000 and tested by experiment .

探讨转换过后之等效钢骨构件经过SAP2000分析所得之初始劲度与极限承载力与实验结果之关系。

Furthermore , the way of simulating elastic sliding plat by the non-linear linker of friction pendulum in SAP2000 is advanced .

此外，还提出了利用SAP2000中的摩擦摆非线性连接件来模拟弹性滑板的方法。

Based on a large seismically isolated structure , the paper analyzed the frequency and mode , the distribution of mass center and the improvement of rubber packing arrangement by SAP2000 .

针对国内某大型隔震建筑，借助SAP2000建立下部结构隔震层上部结构整体系统的空间模型，就隔震结构的振型与频率、质心分布进行了分析和橡胶垫布置的改进计算。

The pushover analysis results by SAP2000 show that the key members such as the transfer plate , weak-linking slab and frame-supporting columns did not yield with respect to the performance point .

结果表明，薄弱连接板、转换厚板和框支柱等都能满足大震不屈服的性能目标。