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不同类型单层球面网壳动力时程分析
引用本文:吴军强,李海旺. 不同类型单层球面网壳动力时程分析[J]. 贵州师范大学学报(自然科学版), 2014, 0(1): 67-71
作者姓名:吴军强  李海旺
作者单位:太原理工大学建筑工程学院,山西太原030024
基金项目:国家自然科学基金资助项目(50878137);山西省科技攻关项目(20080321086);山西省归国留学基金项目(2009-26)
摘    要:利用ansys有限元软件,对60m跨的凯威特、施威德勒、联方单层球面网壳进行弹塑性动力失稳研究。结果表明:阻尼和初始几何缺陷对凯威特和联方网壳影响较大,对施威德勒影响较小;水平地震对结构的影响远大于竖向地震;3种类型网壳中,施威德勒网壳的抗震性能最佳。据此,提出在网壳选择与设计时应降低结构初始几何缺陷,增设阻尼减震隔震构件。

关 键 词:ansys  单层球面网壳  弹塑性  阻尼

The dynamic analysis on different types of single-layer spherical shell
WU Junqiang,LI Haiwang. The dynamic analysis on different types of single-layer spherical shell[J]. Journal of Guizhou Normal University(Natural Sciences), 2014, 0(1): 67-71
Authors:WU Junqiang  LI Haiwang
Affiliation:(Institute of Architectural Engineering,Taiyuan University of Technology ,Taiyuan, Shanxi 030024, China)
Abstract:With the help of the finite element software ansys, this article studys the dynamic instability of the 60m span' s kiewitt, schwedler, lianfang single spherical shell. The results show that: The damping and initial geometric imperfections great influence on Kiewitt and lianfang reticulated shell, has little effect on Sehwedler; Influence on horizontal seismic is far greater than the vertical earth- quake ; Three types of reticulated shells, net shell the seismic performance of the best. On this basis, put forward in the selection and design should reduce net shell structure initial geometric imperfection, adding damping vibration isolation components.
Keywords:ansys  single spherical shell  elastic - plastic  damping
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