1.
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
2.
The Analysis and Design Criteria of Y Style Eccentrically Braced Steel Frames under Cyclic Load;
Y型偏心支撑框架循环荷载下滞回性能研究及设计建议
3.
Structural Influencing Coefficient of Eccentrically K-braced Steel Frames;
K型偏心支撑钢框架的结构影响系数
4.
Elasto-plastic Dynamic Analysis of Y-eccentrically Braced Steel Frame;
Y型偏心支撑钢框架弹塑性动力分析
5.
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
6.
Dynamic Analysis of Eccentrically Braced Steel Frame in High-rise Building;
高层偏心支撑钢框架结构动力反应分析
7.
Effective Length Factor of Column in Eccentrically Braced Steel Frames with Semi-rigid Connections
偏心支撑半刚接平面钢框架柱计算长度系数
8.
Structure influencing coefficient of the herringbone eccentricity supporting rigid frame
人字形偏心支撑钢框架的结构影响系数
9.
The influence of Y-Eccentrically Braced Steel Frames seismic of mounting viscoelastic dampers
阻尼器布置对Y型偏心支撑钢框架抗震的影响
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.
Elastoplastic seismic response analysis of a high-rise eccentrically braced frame structure
高层偏心支撑钢框架弹塑性地震反应分析
12.
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
13.
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
14.
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
15.
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
16.
Collapse Mechanism and Design Criteria of Eccentrically Braced Steel Frames under Cyclic Load;
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
17.
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
18.
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