摘要
以现行《型钢混凝土组合结构技术规程》、《混凝土结构设计规范》中的构件裂缝宽度计算公式为基础,探讨型钢混凝土组合结构拉弯构件的裂缝宽度计算方法。
Based on the theoretical calculating crack width of concreter members in the current Technical Specification for Steel Reinforced Concrete Composite Structures and Code for Design of Concrete Structures,the crack width calculation methods what the eccentric tension member of steel reinforced concrete composite structures are discussed。
出处
《建筑结构》
CSCD
北大核心
2010年第S1期251-252,共2页
Building Structure
关键词
型钢混凝土结构
裂缝宽度
拉弯构件
steel reinforced concrete composite structures
crack width
eccentric tension member