超长框架结构的温度变形与温度应力  

Calculation of Temperature Deformation and Stress in Ultralong Frame Structure

作　　者：刘开国[1] 

机构地区：[1]中南建筑设计院,武汉430071

出　　处：《建筑结构》2000年第2期36-40,共5页Building Structure

摘　　要：对钢筋混凝土框架结构超过规范所规定的伸缩缝最大间距的温度变形与温度应力进行了研究,并提出了一个概念清楚、计算简便的计算方法,对设计有一定实际意义.The temperature deformation and stress of ultralong frame structure are discussed, in which the space of telescopic joint is beyond the scope of China's concrete structure design code(GBJ 10 - 89). The suggested method is clear in conception and convenient in calculation, which has a practical significance for disigning.

关 键 词：超长框架结构 温度变形 温度应力 钢筋混凝土 

分 类 号：TU375.401[建筑科学—结构工程]