摘要
针对我国现行的《钢筋混凝土结构设计规范(GBJ 10—89)》在多种规则或不规则的长短荷载作用条件时梁的挠度公式的误差,提出了符合试验条件的长短期荷载作用下钢筋混凝土梁挠度的建议计算公式。
In accordance with the Codes of the Degsign of Steel Concrete Construction (GBJ10-89), there is a deflection formula error when regular of irregular loads are affected on a beam in a long or short period. Put forword a rational calculation formula, which accords with testing condition.
