摘要
以某5层钢筋混凝土框架结构的加固工程为实际工程背景,讨论了控制结构位移超限时的不同加固工法及各工法的位移控制效果、施工便利性及工程造价。主要通过ETABS对结构进行分析计算,比较了不同加固方法有效性及施工可操作性,并对经济性进行了初步研究。
Based on a five-story reinforced concrete frame structure reinforcement for the practical engineering background,the control structure with excessive displacement of the different reinforcement construction method,construction method and the effect of displacement control,ease of construction and engineering costs were discussed.By ETABS analysis and calculation of the structure,the effectiveness of different methods of reinforcement and construction operation were compared,and a preliminary economic was studied.
出处
《建筑结构》
CSCD
北大核心
2010年第S2期309-312,328,共5页
Building Structure
关键词
钢结构支撑
粘滞阻尼器
位移控制
steel support structure
viscous dampers
displacement control
