1) BRBs
约束屈曲支撑(BRBs)
2) buckling-restrained brace
屈曲约束支撑
1.
The current research and application of home and abroad of buckling-restrained brace;
屈曲约束支撑体系的研究现状及其国内外应用
2.
FEM analysis of a kind of buckling-restrained brace fit in space truss structure;
一种适用于杆系结构的屈曲约束支撑的有限元分析
3.
Establishing of hysteresis curve model and stiffness formula for buckling-restrained brace;
屈曲约束支撑滞回曲线模型和刚度方程的建立
3) buckling-restrained braces
屈曲约束支撑
1.
Application of buckling-restrained braces on structural seismic retrofitting;
屈曲约束支撑在结构抗震加固中的应用
2.
This paper presents an analysis on the seismic behavior of dual frame system incorporating buckling-restrained braces with different stiffness ratios.
目的分析带有屈曲约束支撑的双重结构体系在不同刚度比例下的抗震性能。
3.
This paper firstly presents a summary of buckling-restrained braces(BRBs).
本文首先介绍了屈曲约束支撑(BRB)的最新研究进展。
4) buckling restrained brace
屈曲约束支撑
1.
A simplified method for determining elasto-plastic drift of buckling restrained braced frame with semi-rigid connections
屈曲约束支撑半刚性连接框架弹塑性地震位移简化计算
2.
Nonlinear finite element method is applied to analysis ellipse lattice shell,and preliminary study on vibration reducing performance of single-layer combined ellipse lattice shell with BRB(buckling restrained braces) is carried out.
本文利用非线性有限元理论,对附加屈曲约束支撑的单层组合椭球网壳的减震性能进行了初步研究。
3.
The buckling restrained brace(BRB) consists of a kernel steel component and a peripheral restrictive one,the kernel steel component will not buckle but yield under repeated axial loading.
屈曲约束支撑一般由内核构件和外包构件组成,使支撑构件在反复荷载作用下屈服而不屈曲。
5) buckling-restrained brace(BRB)
约束屈曲支撑(BRB)
6) buckling restrained braces
屈曲约束支撑
1.
Seismic behavior of hinge-connected steel frames with buckling restrained braces;
屈曲约束支撑铰接钢框架结构体系抗震性能
2.
The Research on Vibration Reducing Performance of Single Layer Ellipse Lattice Shell Installed Buckling Restrained Braces;
应用屈曲约束支撑的单层椭球网壳减震性能研究
3.
The traditional buckling restrained braces(BRB) consists of a core section encased in a outer tube filled with mortar.
传统的屈曲约束支撑是由外包构件、内核构件及填充在两者之间的砂浆所组成,具有良好的耗能能力,但也存在在反复荷载作用下由于砂浆开裂而产生的刚度退化和承载力劣化等缺点,因此提出了一种新型屈曲约束支撑,即在内核构件和外包构件之间不再灌注砂浆,而是设置钢板侧向支撑,并建立基于欧拉屈曲理论的力学模型,采用解析法和ANSYS有限元方法进行了理论分析,对临界荷载、外包构件的刚度及侧向支撑的数量得到了解析公式,对在具体结构中的使用得到了相应的设计步骤。
补充资料：关节屈曲线
关节屈曲线
joint flexion line
一般指小指第一、二关节的屈曲线，通常不止一条，若小指短而内屈，关节屈曲线只有一条，常为先天愚型的表现。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条