摘要
本文以成都蓝光云鼎施工为研究背景,通过理论计算钢筋混凝土转换梁结构内力变化的安全性问题,再通过数值模拟和现场监测方法与理论计算结果互比和分析,从而得到一些结论对以后类似工程具有借鉴意义。
Based on the construction of the Yunding project from Blue ray in Chengdu, to solve the safety issues on the force of structure in the transfer beam of the reinforced concrete by using the method of the theoretical calculation, it had been compared to the methods of the numerical simulation and real-time monitoring, in order to make some conclusions. The conclusions would be significance to apply in the future similar projects for guidance.
出处
《安徽建筑工业学院学报(自然科学版)》
2012年第2期16-18,共3页
Journal of Anhui Institute of Architecture(Natural Science)
关键词
钢筋混凝土
转换梁
应力
reinforced concrete
transfer beam
stress