张弦桁架结构形态分析的等效降温逆迭代法
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摘要
对张弦桁架结构的找形问题进行了探讨研究,根据结构的受力特点,参照逆迭代法及改进的逆迭代法等找形方法理论,提出了等效降温逆迭代法.通过改两端部索段施加初应变为全部索段整体降温,进行找形分析并举例论证.通过施加温度荷载对该方法的精度进行了检验.
The form finding problem for truss-string structure is discussed.According to the characteristics of the force in the type of structure,the method of equivalent cooling inverse iteration is put forward in the light of the theories about form finding such as inverse iteration and improved inverse iteration.A form-finding analysis of the truss-string structure is done and proved by cooling at overall cable instead of imposing the initial strain at both ends of the cable.The accuracy of the method is tested by imposing the temperature load.
引文
[1]陆赐麟,尹思明,刘锡良.现代预应力钢结构[M](修订版).北京:人民交通出版社,2006.
    [2]赵宪波,叶继红.张弦梁(桁架)结构的找形方法-分级卸载法[J].计算力学学报,2007,24(6):846-852.
    [3]张其林.索和膜结构[M].上海:同济大学出版社,2002.
    [4]张其林,张莉.预应力梁-索屋盖形状确定[A].第九届空间结构学术会议论文集[C],2002,387-394.
    [5]杨睿,董石麟,倪英戈.预应力张弦梁结构的形态分析-改进的逆迭代法[J].空间结构,2002,8(4):29-34.
    [6]江见鲸,宋昆仑,傅德炫.土建工程实用程序选编[M].北京:地震出版社,1992.
    [7]王新敏.ANSYS工程结构数值分析[M].北京:人民交通出版社,2007.
    [8]龚曙光,谢桂兰.ANSYS操作命令与参数化编程[M].北京:机械工业出版社,2004.

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