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桁架设计一般方法和误区探讨
引用本文:刘光伟,卿展波,张兴清.桁架设计一般方法和误区探讨[J].山西建筑,2011,37(17):39-41.
作者姓名:刘光伟  卿展波  张兴清
作者单位:机械工业第三设计研究院,重庆,400039
摘    要:重点分析了桁架的设计过程中容易被工程师忽略的支座设计,通过三种建模方式的比较,阐述了不同支座约束对桁架结构内力计算的影响,算例说明了实际工程的支座变形以及柱顶位移会对桁架结构造成杆件承载力小于实际内力的情况,还给出了滑动支座的节点详图,以指导工程实践。

关 键 词:桁架  支座  内力计算  半刚接节点

Inquiry on general truss design methods and mistakes
LIU Guang-wei,QING Zhan-bo,ZHANG Xing-qing.Inquiry on general truss design methods and mistakes[J].Shanxi Architecture,2011,37(17):39-41.
Authors:LIU Guang-wei  QING Zhan-bo  ZHANG Xing-qing
Affiliation:LIU Guang-wei QING Zhan-bo ZHANG Xing-qing
Abstract:This paper mainly analyzes bracket design which is easily neglected in truss design,describes the impacts of different bracket limitations on truss internal force calculation by comparing three kinds of modeling,the calculation demonstrates that actual engineering bracket deformation and roof column displacement will makes rod piece bearing capacity less than the actual internal force on the truss structures.Furthermore,it also shows movable bracket joint drawing,with a view to guide engineering practice.
Keywords:truss  bracket  internal force  half-stiffness joint  
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