摘要
钢筋混凝土异形截面柱较之矩形截面柱尺寸薄,由此带来结构特性的一些差异,如按国家相关规范关于矩形柱结构的条款进行设计,难以达到安全可靠的要求。天津市《钢筋混凝土异形柱结构技术规程》DB29-16-2003对这种结构有较严的设计规定,文中列举了两者的不同点。
RC special-shaped columns are thinker than RC rectangle columns in cross section. If the formers are designed according the specifications of National Design Code aimed at the later; the results must be unsafe and unreliable. Technical specifications for the former are presented in the Tianjin's criterion. The differences in the both are listed in this paper.
出处
《天津建设科技》
2003年第6期13-16,共4页
Tianjin Construction Science and Technology