摘要
"强柱弱梁"屈服机制的实现影响到框架结构的抗震性能,考虑楼板和柱截面尺寸影响因素,对框架结构进行ANSYS分析。数据显示,楼板和柱截面尺寸两方面对"强柱弱梁"机制的实现有积极作用,在今后的实际施工中应严格遵守抗震规范的规定,以其在结构中能较好实现"强柱弱梁"屈服机制。
Yielding mechanism of“strong column-weak beam”has impact on the seismic performance of frame structure. Considering the floor and column section dimensions factors, this paper makes the ANSYS analysis of the framework structure. Data show that the two aspects have a positive role in the mechanism achievement. From now on, we should strictly abide by the provisions of seismic codes in the actual construction for achieving the＂strong column-weak beam＂yielding mechanism.
出处
《石家庄铁路职业技术学院学报》
2013年第4期63-66,共4页
Journal of Shijiazhuang Institute of Railway Technology
关键词
ANSYS分析
强柱弱梁
框架结构
ANSYS analysis
strong column-weak beam
frame structure
