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弦支穹顶结构的形态分析问题及其实用分析方法
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(浙江大学浙江 杭州 310027)

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郭佳民

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TU393.3

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Morphological analysis of chord-supported dome structure and its practical analysis method
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(Zhejiang University, Hangzhou 310027, China)

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    摘要:

    寻找弦支穹顶在零状态下的几何构形与计算时所需施加的初应变值是其形态分析的主要目的。基于零状态下所需求解参数的不同,将其形态分析问题分为:找力、找形、找力+找形三类。这三类问题基本覆盖弦支穹顶结构中所有可能出现的形态分析问题。利用较为成熟的数值分析理论针对找力与找形这两类问题,进行计算公式的推导,并通过找力与找形的组合成功地解决了找力+找形问题,最后给出求解这三类问题的计算流程。按计算流程对同一结构模型分别进行找力与找力+找形分析。计算结果表明:由结构在零状态下施加的初应变值换算而来的内力,经内力重分布后与初始态下内力在数值大小与分布上均有较大差别,所以弦支穹顶结构的找力分析是必需的。结构经找形后在零状态下的单元下料长度与结构在已知几何构形下的单元长度相差甚微,但部分节点坐标值在两个状态下却有较大差别,建议结构在建造时可直接按已知几何构形来进行下料,但应按找形后的计算结果进行放样安装。

    Abstract:

    The main purpose of morphology analysis is to find out the geometric configuration of the chord-supported dome in the zero state and the initial strain value required for calculation. Based on the different parameters in zero state, the problems of shape analysis are divided into three categories: force finding, form finding, force finding + form finding. These three types of problems basically cover all possible morphological analysis problems in the structure of chord-supported domes. Based on the more mature numerical analysis theory, the paper deduces the formula of force finding and form finding, and successfully solves the force finding + form finding problem through the combination of force finding and form finding. Finally, the calculation flow of solving these three problems is given. According to the calculation process, the force-finding and force-finding + form-finding analyses were carried out respectively for the same structural model. The results show that the internal forces derived from the initial strain applied in the zero state are quite different from those in the initial state after internal force redistribution, so the force-finding analysis of the chord-supported dome structure is necessary. There is little difference between the element cutting length of the structure in zero state after shape finding and that of the structure in known geometry configuration, but there is a big difference between the coordinate values of some nodes in the two states. It is suggested that the structure can be cut directly according to the known geometry configuration during construction, but the lofting installation should be carried out according to the calculation results after shape finding.

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引用本文

Jiamin Guo, Shilin Dong, Xingfei Yuan Morphological analysis of chord-supported dome structure and its practical analysis method. Prestress Technology 2013,17(03):3-25. 10.59238/j. pt.2013.03.001

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  • 在线发布日期: 2023-08-06
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