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钢筋砼受压柱加固计算
引用本文:王仙蔚,卫虹.钢筋砼受压柱加固计算[J].佳木斯大学学报,1997(4).
作者姓名:王仙蔚  卫虹
作者单位:哈尔滨建筑大学设计研究院!150006(王仙蔚),哈尔滨市金属材料公司(卫虹)
摘    要:根据变形协调条件导出了柱破坏时的钢筋应力计算公式,进一步给出了钢筋砼轴心受压柱和矩形偏心受压柱加固后的强度计算公式及具体的设计方法和步骤.

关 键 词:钢筋砼柱  加固设计  计算方法

CONSOLIDATION CALCULATION OF REINFORCED CONCRETE COLLIMN
Wang Xianwei.CONSOLIDATION CALCULATION OF REINFORCED CONCRETE COLLIMN[J].Journal of Jiamusi University(Natural Science Edition),1997(4).
Authors:Wang Xianwei
Institution:Wang Xianwei(Harbin University of Civil Engineering &. Architecture 150006 )Wer Hong(Harbin metal material Company 150016)
Abstract:Formutas of calculating steel stress are obtained according to the deformational coordination condition when the members bredk. The formulas of calcutating strength the specific method and step of the consolidation design for reinforced concrete members in axial compression and rectanginr secition members in eccentrial compression are given.
Keywords:reinforced concrete collimn  consolidation design  calculation method
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