带摩阻装置钢筋砼低剪力墙极限承载力分析

Analysis of Ultimate Carrying Capacity Concrete LoW-Rise Shear Walls With Control Devices

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.