摘要
在双跨双层预应力砼框架结构的施工中，预应力钢筋张拉时采取实测各阶段伸长值和反拱等，与计算的理论值进行比较，并对施工实施了有效监控。
In construction of double span and double floor peinforced concrete frame structure, extends and reversal deflection were tested. To examine whether effectual reinforced concret structure can satisfy dsign demand, results through experiment are compared with those calculated by theory.
出处
《安徽建筑工业学院学报（自然科学版）》
1999年第1期50-52,共3页
Journal of Anhui Institute of Architecture(Natural Science)
关键词
预应力砼
框架结构
计算分析
测试分析
reinforced concrete strncture, frame stucture, computational, test analysis
