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钢筋混凝土套迭梁三维应力分析
引用本文:栾锡富,孙希平.钢筋混凝土套迭梁三维应力分析[J].佳木斯大学学报,1997(2).
作者姓名:栾锡富  孙希平
作者单位:佳木斯工学院!154007(栾锡富),哈尔滨建筑大学(孙希平)
摘    要:应用弹性理论分析了钢筋混凝土套迭梁的三维应力,进而说明了套选集的竖向选合缝的强度是安全的.

关 键 词:套迭梁  迭合缝  应力分析  强度

ANALYSE OF THREE-DIMENSIONAL STRESS ON REINFORCED CONCERT REPEATEDY SHEATH BEAM
Lan Xifu, Shun Xiping.ANALYSE OF THREE-DIMENSIONAL STRESS ON REINFORCED CONCERT REPEATEDY SHEATH BEAM[J].Journal of Jiamusi University(Natural Science Edition),1997(2).
Authors:Lan Xifu  Shun Xiping
Institution:Lan Xifu; Shun Xiping (Basic Course Deparemant (Harbin Institute of construc
Abstract:The three-dimensional stress of reiforced concert repeatedy is analyzed with elastic theory in this paper.It is proved that the strength of vertical iterative seam of the repeatedy sheath beam is safe.
Keywords:repeatedy sheath beam  iterative seam  analyse stress strength
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