摘要
在结构设计中,对于超过混凝土结构最大适用长度时,一般采取设置抗震缝的方式将结构划分为几个结构单元,但会对使用功能造成较大影响.论文通过温度作用间接效应分析,计算超长结构在温度影响下产生的温度应力,并根据温度应力计算配筋,与结构荷载效应组合,解决由于超长混凝土地下室结构温度应力的影响,可供结构设计人员参考.
In structural design, for the maximum length of concrete structure, the method of setting seismicj oints is generally used to divide the structure into several structural units. The temperature effects of indirect effect analysis, calculated under the influence of the temperature of super long structure temperature stress, and according to the reinforcement calculation of temperature stress, combined with the structure ofload effect, solve the influence of temperature stress of super long concrete basement structure, structure design for staffreference.
出处
《工程建设与设计》
2017年第13期30-32,35,共4页
Construction & Design for Engineering
关键词
超长混凝土结构
温度应力
地下室
overlong concrete structure
temperature stress
basement
