摘要
文章采用有限元软件ANSYS自带的APDL语言进行参数化三维结构建模,对巨型框架结构进行抗震性能计算分析,包括模态分析、谱分析及时程分析,讨论了不同主次框架刚度比下巨型框架结构的动力特性及地震响应。结果表明:钢筋混凝土巨型框架在地震作用下的侧移曲线为弯剪型;主次框架刚度比对巨型框架弹性地震反应影响较大;当结构高阶频率对应周期与地震波卓越周期相近时有可能发生类共振现象。
Using the ANSYS parametric design language（APDL）,a three-dimensional parametric finite element model is set up in this paper.The aseismatic performance of the mega-frame structure is discussed including the modal analysis,spectral analysis,and time-history analysis.And the dynamic characteristic and seismic response of the mega-frame structure with different stiffness ratio between the major and minor frames are studied.The results show that the displacement curve of reinforced concrete（RC） mega-frame structures is a type of flexure-shear.The stiffness ratio between the major and minor frames has a notable influence on the elastic seismic response of the structure.The higher order frequency of the structure has certain influence on the structure,and when its period is close to the earthquake wave predominant one,a pseudo-resonance phenomenon may occur.
出处
《合肥工业大学学报（自然科学版）》
CAS
CSCD
北大核心
2011年第4期545-548,共4页
Journal of Hefei University of Technology：Natural Science
基金
国家自然科学基金重大研究计划资助项目(90715016)
关键词
巨型框架
APDL语言
模态分析
谱分析
动力时程分析
mega-frame structure
ANSYS parametric design language（APDL）
modal analysis
spectral analysis
time-history analysis
