摘要
对钢筋混凝土框架结构Push-over分析中计算模型的选择、塑性铰出现的位置、不同加载模式的影响以及新旧混凝土设计规范对Push-over分析结果的影响等进行了探讨,提出了一些有益的建议。
This paper discusses the selection of calculation model,the position of plastic hinge appearance, the impact of different loading patterns and the effect of new and old concrete design specification upon Push-over analysis results in the reinforced concrete frame structure Push-over analysis and advances some benefit suggestions.
出处
《西安理工大学学报》
CAS
2003年第4期363-367,共5页
Journal of Xi'an University of Technology
