1.
Parametric Optimization of Viscoelastic Dampers in the Structure of Eccentrically Braced
消能偏心支撑结构中粘弹性阻尼器的参数优化
2.
The Seismic Behavior and the Optimization Design of Steel Frame with Eccentrically and Energy Dissipation Braced
设置消能偏心支撑钢框架的抗震性能及优化设计研究
3.
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
4.
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
5.
Influence factors of energy consumption capacity of eccentrically braced frames and design recommendations
偏心支撑结构耗能能力的影响因素及设计建议
6.
Research on Behavior of Eccentrically Braced Structures Installing Viscoelastic Damper;
设置粘弹性阻尼器偏心支撑结构的性能研究
7.
Seismic Analysis of the Eccentrically Braced Structure in Asymmetric High-Rise Building;
设置偏心支撑的不规则高层建筑抗震性能研究
8.
Research of Anti-Seismic Capability of EBSF Used in High Buildings;
高层建筑偏心支撑钢框架抗震性能的研究
9.
Seismic Analysis of Eccentrically Braced High-rise Steel Frames
含偏心支撑高层钢结构的抗震性能分析
10.
Optimization Design Method of Link Beam in Eccentrically Braced Steel Frame
偏心支撑钢框架结构耗能梁段的优化设计方法
11.
Performance of Y shape eccentrically braced steel frames under cyclic load
Y型偏心支撑钢框架受力性能有限元分析
12.
The Research on Seismic Performance of Steel Frame-concrete Core Tube Structures with Eccentrically Braces;
带偏心支撑的高层钢框架—混凝土核心筒结构的抗震性能研究
13.
Research on the Seismic Performance of Steel Frame-concrete Core Tube Structures with Eccentrical Braces
带偏心支撑钢框架-混凝土核心筒结构抗震性能研究
14.
The Design and Study on Seismic Behavior of Energy Dissipation-Eccentrically Braced Frames;
含耗能器偏心支撑框架结构的设计及其抗震性能研究
15.
Affect of the Length of Active Beam on the Performance of High-rise Buildings' Eccentrically Braced Frames
耗能梁段长度对高层建筑偏心支撑框架抗震性能的影响
16.
Research on Some Issue of Link-to-column Connection in Steel Eccentrically Braced Frames;
偏心支撑钢框架结构中耗能梁—柱节点的若干问题研究
17.
Experimental and Theoretical Study of D-Type Eccentrically Braced Steel Frames with Reinforced Connection under Cyclic Loading;
梁柱节点加强D型偏心支撑钢框架滞回性能的试验与理论研究
18.
The Experimental and Theoretical Study on the Over-all Seismic Behavior of D-Type Eccentrically Braced Frames;
D型偏心支撑钢框架整体抗震性能的试验与理论研究