摘要
根据密肋复合板结构的特点,对框支密肋复合板结构进行了简化,建立了框支密肋复合板结构的计算模型,采用有限元法对该结构的动力特性及时程反应进行了分析并与框架结构和剪力墙结构进行了对比分析.
Ribbed plate according to the structural characteristics of the frame supported ribbed plate is simplified,the establishment of a frame supported ribbed wall panel structure model,using the finite element analysis of dynamic characteristics of the structure and time history response frame and shear wall structure with comparative analysis.
出处
《河南科学》
2011年第7期812-814,共3页
Henan Science
基金
河南工业大学科研基金项目(150224)
关键词
框支密肋复合板结构
有限元法
动力特性
地震反应
frame-supported multi-ribbed slab structure
finite element method
dynamic characteristics
earthquake responses
