钢筋混凝土结构预期使用期可靠度设计实用方法

考虑钢筋锈蚀对混凝土结构的抗力影响,根据我国现行结构可靠度设计规范设计原理,提出了钢筋混凝土建筑结构预期使用期可靠度设计的实用方法。首先,考虑三种荷载组合以及不同恒荷载与可变荷载效应比影响,给出了代表性钢筋混凝土构件在给定环境下、不同使用期的可靠度分析方法;提出了预期使用期结构设计可靠度水平的确定原则,即预期使用期内结构构件可靠度指标不能低于现行规范的标准;在我国结构可靠度设计表达式基础上引入耐久性折减系数,给出了该系数的确定方法,通过该系数在设计阶段保证和实现预期使用期内结构构件可靠度指标不低于现行规范的标准。最后,通过算例验证了该方法的有效性和简便性。

Practical reliability design approach for reinforced concrete structures with expected service time

A practical reliability design method was developed for RC building structures subjected to corrosion while serving for the expected service time. Firstly, considering three load combinations and five live-to-dead load ratio, the reliability analysis method for typical RC structural elements was illustrated; secondly, the principle of determinating the initial reliability level for structures under aggressive environment was proposed; thirdly, a durability reduction index was introduced into the structure design formula by multiplying the partial safety factor of the resistance, and the method to determinate this factor was given; finally, through a design case, the efficiency of the proposed approach was verified.