摘要
结构设计规范中有关单向偏心受压砌体构件的计算方法和材料力学的一般原理 ,对任意形状面双向偏心、受压砌体构件的计算方法进行了探讨 。
Combined the method of calculating eccentrically compressed in single direction given in design standard and the general principles of material strength,the calculating method for brick member eccentrically compressed in bi direction is inrestigated and the relative calculaling formula is presented.
出处
《东北地震研究》
2001年第1期58-63,共6页
Seismological Research of Northeast China
关键词
辋砌体构件
任意截面
双向偏心受压
材料力学
抗压强度
Brick member
Cross section with arbitrary shape
Eccentric compression in bi direction
