1.
Frame Structure Seismic Vibration-suppressed Behavior with Friction Energy Dissipation Brace;
摩擦耗能支撑框架结构减震性能研究
2.
The Limited Member Analysis of Entire Proceeding of Energy Dissipation of Buckling Restrained Brace (BRB);
阻屈耗能支撑（BRB）系统耗能的全过程有限元分析
3.
Studies on Aseismic Performance of Novel Energy Dissipation Toggle-Braced Systems;
新型肘节式耗能支撑体系抗震性能研究
4.
Inelastic Aseismatic Analysis of New Energy Dissipation Braced Frame;
新型耗能支撑结构弹塑性抗震性能研究
5.
A study on the design principle and performance of a new type of Buckling-Resistant Brace
新型防屈曲耗能支撑设计原理与性能研究
6.
The Performance Introduction and Research Development of Buckling-Restrained Brace
防屈曲耗能支撑的性能简述及研究分析
7.
Seismic Response and Performance of Multistory Frames with Buckling-Restrained Braces;
多层防屈曲耗能支撑框架的弹塑性分析
8.
Preliminary Research on Buckling-Restrained Braces in Seismic Design of Bridge
防屈曲耗能支撑在桥梁减震设计中的初步研究
9.
The Application of Buckling-restrained-braces in the Classroom Builiding Seismic Retrofitting
屈曲约束耗能支撑在教学楼加固工程中的应用
10.
Tech-economic Analysis of Friction Energy Dissipation Brace Device in the Building
摩擦耗能支撑装置在工程中的技术经济分析
11.
The design on buckling restrained braced structure of a Conference Center
某大型会议中心防屈曲耗能支撑结构设计
12.
Research on application of buckling restrained braces in the EXPO Center
防屈曲耗能支撑在世博中心工程中的应用研究
13.
Seismic analysis of frame structures with energy dissipating braces installed in partial stories
局部楼层设置耗能支撑的框架结构减震分析
14.
Its dynamic responses are much less than those of ordinary bracings, and therefore EDB is a rather ideal earthquake resistant structure.
它的动力反应比普通支撑小很多,因此该耗能支撑是比较理想的抗震结构。
15.
Application Study in Engineering of RC Friction Energy Disspation Braced Frame-Tube Structure;
钢筋混凝土摩擦耗能支撑框架—核心筒结构的工程应用研究
16.
Research on Design Method of Friction Energy Dissipation Braced Frame Structure Based on Elastic Stiffness;
基于弹性刚度的摩擦耗能支撑框架结构的设计方法研究
17.
Research of Active Beam Link Length and Brace Types of Ebsf Used in High-Rise Buildings;
高层建筑偏心支撑钢框架耗能梁段长度以及支撑形式研究
18.
Experimental study on earthquake-resistent behavior of D-type energy dissipating eccentrically braced steel frames
D型耗能器偏心支撑结构的抗震性能试验研究