摘要
研究钢筋混凝土薄钢板剪力墙在侧向力作用下的弹性屈曲临界载荷计算问题。提出了相应的计算模型，导出了计算公式，并与相应实验结果比较，符合良好。
This paper studied critical load of elastie buckling of shear wall composed of thin steel plate and reinforced concrete frame under lateral force.The calculating mould of the shear wall is expressed.The formula for calculation of the critical load of the composed shear wall is derived.The calculating results agree with the results of experiments obtained from literature.
出处
《河北理工学院学报》
1998年第3期93-98,共6页
Journal of Hebei Institute of Technology
基金
河北省自然科学基金
