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双跨预应力砼框架结构的测试与计算
引用本文:李光模,丁四清. 双跨预应力砼框架结构的测试与计算[J]. 安徽建筑工业学院学报, 1999, 0(1)
作者姓名:李光模  丁四清
作者单位:肥东县龙岗区建筑设计室(李光模),旌德县建筑设计室(丁四清)
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。

关 键 词:预应力砼,框架结构,计算分析,测试分析

COMPUTATIONAL AND TEST ANALYSIS OF DOUBLE SPAN REINFORCED CONCRETE STRUCTURES
Li Guangmo Ding Siqing. COMPUTATIONAL AND TEST ANALYSIS OF DOUBLE SPAN REINFORCED CONCRETE STRUCTURES[J]. Journal of Anhui Institute of Architecture(Natural Science), 1999, 0(1)
Authors:Li Guangmo Ding Siqing
Abstract: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.
Keywords:reinforced concrete strncture   frame stucture   computational   test analysis
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