摘要
基于GB 50010-2002混凝土结构设计规范的挠度及裂缝宽度验算公式,针对钢筋混凝土矩形截面梁,探讨了不同纵向配筋率对挠度及裂缝宽度的影响,从而有利于更好地理解相关参数变化的影响。
Based on the deflection and crack width checking formula in GB 50010-2002 The Code for Design of Concrete Structures, the influence made by vertical reinforcement ratio on the deflection and crack width of rectangular section reinforcement concrete beams, it is helpful for better understand related parameters change effects.
出处
《山西建筑》
2011年第1期39-40,共2页
Shanxi Architecture
关键词
纵向配筋率
RC矩形梁
挠度
裂缝宽度
vertical reinforcement ratio, RC rectangle beam, deflection, crack width
