摘要
运用有限元分析软件ANSYS计算分析了网壳跨度、矢跨比、支座刚度和网格尺寸对凯威特型单层球面网壳结构自振特性的影响.得出了正放四角锥型单层球面网壳结构的自振频率变化规律和抗震设计的有关结论.
Based on the calculations with ANSYS,it is analyzed how span,rise-span ratio,stiffness of supports and size of grids influence the performance of natural vibrations of single-layer Kiewitt spherical latticed shells.Concluded are the variation rules of natural vibration frequencies and the aseismatic design of positive four-angle conical latticed domes.
出处
《徐州建筑职业技术学院学报》
2009年第4期30-32,共3页
Journal of XUZHOU Institute of Architectural Technology
关键词
单层球面网壳
自振特性
跨度
single-layer spherical latticed shell
performance of natural vibration
span