摘要
用静力试验的手段对网梁楼盖进行了测试分析,通过对网梁楼盖结构静载全过程的应力—应变的变化规律及破坏形态的分析,进而了解掌握叠合箱网梁组合楼盖的工作机理、整体刚度变化规律等力学特性。
The web beam floor was measured and analyzed with static test method,through analyzing the static loading whole process stress-strain alteration rule and damaged form of web beam floor structure,the working mechanism of capping box web beam floor and the integral rigidity changing rule and other mechanical characteristics were further understood.
出处
《山西建筑》
2009年第29期3-4,共2页
Shanxi Architecture
关键词
叠合箱
大跨度
钢筋混凝土楼盖
静力试验研究
有限元
capping box
large span
reinforced concrete floor
static experimental study
finite element
