摘要
以某中央生活区会所屋架结构为工程背景,以屋架结构刚度方程及其所确定的位移、内力、荷载和刚度之间的对应增量关系为依据,在现场试验的基础上结合有限元计算分析,介绍了对大型混凝土屋架现有承载力进行判定的方法。并根据计算分析和静载试验的结果进行了屋架的结构安全性评价。从结构使用的角度,提出了屋架结构安全性评价意见。所采用的判定方法简便科学,对在役屋架的检测评价具有较好的实用推广价值。
Based on the concrete roof truss of a club,according to the stiffness equation of the roof truss and the corresponding increment relations between displacement,internal force,load and stiffness determined by the stiffness equation,through field test combining with finite element analysis,a judgmental method for existing bearing capacity of the long span concrete roof truss structure was introduced.And based on the results of computational analysis and static test,the safety evaluation of roof truss was given.Some suggestions of safety evaluation were given.This method is convenient and scientific,and is valuable to spread.
出处
《建筑结构》
CSCD
北大核心
2012年第12期105-107,共3页
Building Structure
关键词
刚度方程
静载试验
屋架
现有承载力
stiffness equation
static load test
roof truss
existing bearing capacity
