摘要
为了研究现浇楼板对钢筋混凝土框架结构抗震性能的影响,本文利用pushover方法对框架结构进行了分析研究,在分析中分别考虑和不考虑现浇楼板及其钢筋对梁抗弯承载力的贡献,通过对计算结果进行分析比较得出了一些结论,并对框架结构抗震设计提出了一些建议。
This paper studies the influence of casting slab on the seismic performance of RC frame structures. One RC frame structure, in which the beam strength is calculated with or without consideration of the slab in compression and slab reinforcement in tension, is assessed, and a pushover analysis with two common load patterns of each model is carried out. The analysis results are analyzed and compared. Meanwhile, some suggestions about structure seismic design are put forward.
出处
《地震工程与工程振动》
CSCD
北大核心
2005年第5期117-123,共7页
Earthquake Engineering and Engineering Dynamics
基金
广东省教育厅基金项目
