王寿康,王晚姬
Wang Shoukang Wang Wanji Department Of Civill Engineering
在同一高度处的全部剪力墙产生相同侧移的假定下,提出了承受水平力的变截面剪力墙体系的内力计算方法.
A Simple method is presented to determine the stress in laterally loaded multistory structures comprising shear walls with step changes in stiffness.
王寿康,王晚姬.变截面剪力墙体系的分析[J].湖南大学学报：自然科学版,1990,17(1):
