偏心支撑

在钢筋砼框架结构中加入偏心支撑，其主要目的是提高钢筋砼框架的抗侧刚度、改善框架结构的承载力和耗能能力。

Adding the eccentric brace to the reinforced concrete frame is for strengthening the side stiffness and improving the load-bearing and energy consume ability .

带K形偏心支撑组合框架结构是由K形偏心支撑与混凝土框架组成的一种新的混合结构体系，在国内的研究应用较少。

With K-type eccentrically braced frame ( EBF ) composite frame structure is composed of K-shaped eccentric brace and concrete frame , a new hybrid structure system , it has been seldom used in the country .

Y型偏心支撑钢框架受力性能有限元分析Y型分子筛的改性成型及其对FCC汽油脱硫效果的研究

Performance of Y shape eccentrically braced steel frames under cyclic load Modified Y Zeolites and Their Behaviors in Selective Adsorptive Desulfurization for FCC Gasoline

偏心支撑框架（EBF）是一种比较理想的的抗震结构。

Eccentric braced frame ( EBF ) is an ideal earthquake-resistant structure .

最后利用Pushover分析方法得出含耗能器偏心支撑结构的基底剪力&位移曲线、塑性铰出现的位置及先后顺序。

At last , use the Pushover method draw the base shear-displace curve , the place and sequence of the plastic hinge .

PSS与VSC-HVDC附加阻尼控制器参数协调优化设计消能偏心支撑结构中粘弹性阻尼器的参数优化

A Coordinated Tuning Algorithm for Power System Stabilizer and Supplementary Damping Controller of VSC-HVDC Transmission System Parametric Optimization of Viscoelastic Dampers in the Structure of Eccentrically Braced

在许多国家，偏心支撑框架体系（EBF）已经被应用于许多的主要建筑。

In many countries , Eccentrically Braced Frames ( EBF ) have been used in a number of major buildings .

我国《建筑抗震设计规范》（GB50011-2001）规定，8度以上宜采用偏心支撑，但我国至今没有一个自行设计的工程用过这种支撑。

Code for Seismic Design of Building ( GB 50011-2001 ) stipulates that eccentrically braced frames are used for buildings with aseismic fortification intensity 8 or above , but they have not been yet used up to present time for buildings designed by domestic designers .

偏心支撑框架是一种理想的钢结构抗侧力体系。

Eccentrically braced frame is one of perfect lateral resistant systems .

高层偏心支撑钢框架弹塑性地震反应分析

Elastoplastic seismic response analysis of a high-rise eccentrically braced frame structure

偏心支撑框架结构整体刚度方程的建立和求解

Construction calculation of whole rigidity formula of eccentric sustainable frame structure

设有粘弹性阻尼器的高层偏心支撑钢框架结构的抗震性能研究

Parametric Optimization of Viscoelastic Dampers in the Structure of Eccentrically Braced

偏心支撑钢框架结构耗能梁段的优化设计方法

Optimization Design Method of Link Beam in Eccentrically Braced Steel Frame

人字形偏心支撑钢框架的结构影响系数

Structure influencing coefficient of the herringbone eccentricity supporting rigid frame

阻尼器布置对Y型偏心支撑钢框架抗震的影响

The influence of Y-Eccentrically Braced Steel Frames seismic of mounting viscoelastic dampers

含耗能器偏心支撑框架结构的设计及其抗震性能研究

The Design and Study on Seismic Behavior of Energy Dissipation-Eccentrically Braced Frames

钢压弯构件侧向水平偏心支撑的刚度条件

Bracing stiffness requirements of steel beam-columns braced laterally and eccentrically

偏心支撑钢框架耗能特性和简化分析

Energy Dissipation Behavior and Simplification Analysis of Eccentrically Braced Frames

高层建筑偏心支撑钢框架构件参数的研究

Research on Element Parameters of Eccentrically Braced Steel Frame Used in Tall Buildings

耗能梁段能耗散90%的地震能量，是偏心支撑框架耗能的关键。

Link can dissipate 90 percent of seismic energy .

偏心支撑钢框架有限元分析

Nonlinear Finite Element Analysis for Eccentrically Braced Steel Frame

黏弹性阻尼器的试验研究与减震工程实例D型耗能器偏心支撑结构的抗震性能试验研究

Experimental study on earthquake-resistent behavior of D-type energy dissipating eccentrically braced steel frames

3种偏心支撑钢框架的塑性设计方法

Research on the plastic design of three types of eccentrically braced steel frames

偏心支撑钢框架耗能分析的非线性有限元模型

Nonlinear finite element model for analysis of eccentrically braced steel frame structure energy-dissipation

偏心支撑钢框架在循环荷载作用下的破坏机理及抗震设计对策

Collapse Mechanism and Design Criteria of Eccentrically Braced Steel Frames under Cyclic Load

改良D型偏心支撑钢框架的试验研究和抗震性能分析

Experimental Analysis and Anti-seismic Behavior Research on Improved D-type Eccentrically Braced Steel Frame

高层建筑的抗震偏心支撑框架

Anti-seismic high-rise building frame structure with eccentric bracing

偏心支撑钢框架延性抗震设计探讨

Seismic Design on Eccentrically Braced Steel Frame System

新型加侧板式D形偏心支撑钢框架的抗震性能研究

Study on Seismic Behavior of D-Type Eccentrically Braced Steel Frames with New Adding Side-Plate

使用偏心支撑减小不规则高层建筑的扭转振动效应

Using eccentric braces to reduce the response of torsional vibration in irregular high-rise building