摘要
介绍了高层型钢混凝土结构中地下室过渡层设计部位选择方法,阐述了过渡层型钢混凝土柱转换为普通钢筋混凝土柱的设计计算要求及构造要求,并对地上部分型钢混凝土柱截面确定后过渡层柱截面的计算方法进行了总结。
The thesis introduces the basement transition layer design selection methods of high-rise steel reinforced concrete structure,describes the design calculation demand and structural demand of transition layer steel reinforced concrete column transforming into common steel reinforced concrete column,and finally summarizes transition layer section calculation method after determining ground steel reinforced concrete column section.
出处
《山西建筑》
2013年第24期56-57,共2页
Shanxi Architecture
关键词
型钢混凝土柱
钢筋混凝土柱
过渡层
steel reinforced concrete column
reinforced concrete column
transition layer