摘要
结合具体结构采用多种软件对不同肢长肢厚比的中高层钢筋混凝土异形柱框架结构进行了计算分析 ,探讨肢长肢厚比对钢筋混凝土异形柱框架结构性能的影响规律 。
The RC frame with special shaped columns (FSSC) has been widely used in recent years.The purpose of the research is to find an applicable and reliable method of design.Several software were used to analyze the properties of the FSSC structures with different length/width ratio of the columns.Suggestions for design are also made to this kind of structures.
出处
《南京建筑工程学院学报》
2002年第1期6-9,共4页
Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science)