摘要
本文以带摩阻控制装置钢筋混凝土新型低剪力墙的试验研究为基础,从基本假定出发,通过边框、墙板及其控制力的受力分析,建立了这类新型低剪力墙极限承载力的计算公式.实例的计算值与实测值符合较好.
Based on experimental researches and some basic assumptions of reinforced concrete low-rise shear walls with friction damp cuntrol devices,analysis of boundary frame,wall-slabs and their controlling forces had been carried out.The formulae of ultimate carrying capacity of the new low-rise shear wall were derived.The calcu lating values given by the formulae show a good asreement with test values.
出处
《东南大学学报(自然科学版)》
EI
CAS
CSCD
1994年第3期70-74,共5页
Journal of Southeast University:Natural Science Edition
关键词
钢筋混凝土
剪力墙
极限承载力
contrul device
reinforced concrete
low-rise shear wall
ultimate carrying capacity