摘要
本文介绍了西安市西高新区幼儿园预应力框架结构预应力梁反拱的工程实测结果 ,并与现行计算理论的计算结果相比较 .通过对预应力框架的受力分析 。
The present paper introduces engineering survey results of a kindergarten in Xi'an city, and compares it with the calculation results of present theories. as a result of interior force analysis, a new structure model considering cooperation between pre-stressed reinforced frame and reinforced frame structures under subsidiary beams and floor restrain is proposed.
出处
《西安建筑科技大学学报(自然科学版)》
CSCD
2001年第1期14-17,38,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)