1) buckling constraints
屈曲约束
1.
Topological optimization of the continuum structure subjected to the buckling constraints with ICM method;
连续体结构屈曲约束的ICM方法拓扑优化
2.
The objective function of this model is the minimized weight, which is subjected to both the buckling constraints and stress constraints.
基于ICM(独立、连续、映射)方法建立了以结构重量最小为目标,以屈曲临界力、应力同时为约束的连续体拓扑优化模型:采用独立的连续拓扑变量,借助泰勒展式、过滤函数将目标函数作二阶近似展开;借助瑞利商、泰勒展式、过滤函数将屈曲约束化为近似显函数;将应力这种局部性约束采用全局化策略进行处理,即借助第四强度理论、过滤函数将应力局部性约束转化为应变能约束,大大减少了灵敏度分析的计算量;将优化模型转化为对偶规划,减少了设计变量的数目,并利用序列二次规划求解,缩小了模型的求解规模。
3.
We present an improved genetic algorithm(GA) for topology optimization of a truss with discrete sizing and under local buckling constraints.
采用改进的遗传算法,求解了具有屈曲约束,尤其截面积是离散型的桁架拓扑优化。
3) buckling-restrained ration
屈曲约束比
4) 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
5) 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。
6) 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。
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