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桅杆结构的非线性分析
引用本文:董石麟,蓝天,姚卓智.桅杆结构的非线性分析[J].建筑结构学报,1980,1(2):59-71.
作者姓名:董石麟  蓝天  姚卓智
作者单位:中国建筑科学研究院建筑结构研究所 ,中国建筑科学研究院建筑结构研究所 ,中国建筑科学研究院建筑结构研究所
摘    要:本文叙述了按空间受力状态,采用矩阵位移法对桅杆结构进行精确的非线性分析问题。文中给出的计算公式可适用于一般情况下平地与山地桅杆的静力、温度应力、支座沉降、自振特性和抗地震计算。本文的结构分析考虑了桅杆杆身的轴向变形,纠正了计算桅杆温度应力所沿用的不确切的分析方法。文中的理论分析得到了模型试验的验证。首都323米大气污染监测塔的结构计算,采用了本文的计算方法及其计算机通用程序。

收稿时间:1980-04-05
修稿时间:1980-04-05

Nonlinear Analysis of Guyed Masts
Dong Shilin,Lan Tian,Yao Zhuozhi.Nonlinear Analysis of Guyed Masts[J].Journal of Building Structures,1980,1(2):59-71.
Authors:Dong Shilin  Lan Tian  Yao Zhuozhi
Affiliation:Dong Shilin,Lan Tian,Yao Zhuozhi ( Institute of Building Structures,Chinese Academy of Building Research )
Abstract:This paper discusses a rigorous nonlinear analysis of guyed masts by the matrix displacement method considering its spatial behavior. The formulas presented can be used in the calculation of statical forces, thermal stresses,settlement of supports, dynamic characteristics and aseis-mic analysis for guyed masts located in plain or hill lands under general conditions. The structural analysis considers the axial deformation of the tower mast and corrects the inexact method used in the current calculation of thermal stresses. The theory presented was testified by a model study. The calculating method and its general computer program were used in the structural analysis of a 323 meter atmospheric pollution monitoring tower in Beijing.
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