中文摘要：

该文针对大跨轻质单层柱面网壳在灾害强风天气下存在动力倒塌破坏的可能性,利用显式有限元分析软件ANSYS/S-DYNA及自编前后处理程序,综合考虑了几何非线性、材料非线性和接触非线性,建立了灾害风荷载下温室单层柱面网壳结构整体动力倒塌的数值分析模型,考察了单层柱面网壳的动力倒塌发展全过程。以节点位移和变形形态等几何特征响应对网壳结构进行了动力倒塌过程分析,将网壳结构倒塌过程依据其特性划分为轻度损伤阶段,倒塌形成阶段和整体倒塌阶段3个阶段;同时以杆件内力和截面塑性发展等力学特征响应对网壳结构进行了动力倒塌机理研究,指出网壳结构的风致动力倒塌原因是风压区压杆反复屈曲和拉杆依次失效相互作用的综合体现。对比分析考虑下部支承与不考虑下部支承单层柱面网壳的动力倒塌过程,结果表明,考虑下部支承柱时网壳结构动力倒塌对应的临界荷载系数发生了25%的明显降幅。该研究为温室网壳结构的抗风设计、工程应用和防灾评估提供了理论参考。

英文摘要：

Single-layer cylindrical reticulated shell structures with the advantages in providing powerful transfer loads capability, large span space, excellent economic index, good light transmission performance and beautiful architectural style, not only are widely used in civil engineering, but also get more and more use in greenhouse construction because they can meet the requirement of rapid development of facility agriculture. Considering the high frequency of disaster winds in many regions of China, and the characteristics of reticulated shell structure including low overall stiffness, numerous vibration modes and great sensitivity to wind loads, the dynamic collapse may occur for single-layer reticulated cylindrical shell structure with large span and light weight in the weather of severe disaster winds. To analyze the collapse mechanism and the influence factor of this type of structure under wind loads is very important for the engineering design and theoretical analysis. In this paper, the analysis model of global dynamic collapse for single-layer cylindrical reticulated shell structure of greenhouse under wind loads was established by considering geometric nonlinearity, material nonlinearity and contact nonlinearity. In the numerical analysis, the effective plastic strain was defined to simulate the failure of tension members. To illustrate the influence of dynamic buckling of compression members on the collapse of the structure, each member was equally divided into 6 beam elements. The finite element explicit analysis software ANSYS/LS-DYNA was employed, and the dynamic buckling of compression members was considered. The collapse process of reticulated shell was analyzed and then was showed with the maximum nodal displacement, the deformed configuration and the plastic member distribution of the structure at different time. Based on the numerical analysis results and performance of the structure, the collapse process of reticulated shell was divided into 3 stages, which were named mild damage stage, collapse f