About 199 item dissertation in line with Plastic hinge query results,the following is 1 to 50(Search took 0.078 seconds)
- Research on Dynamic Behavior of Cold-formed Square Steel Tubular T-joints under Impact Load,WangPeng/Hunan University,0/9
- The Steel Structure of Three-dimensional Garage with Stability Bearing Capacity Analyses,YunBin/Xi'an University of Science and Technology,0/68
- Mechanical Study of Steel Frame Flange-plate Reinforced Joints at Beam-end,BaoYan/Xi'an University of Science and Technology,0/26
- Analysis on Steel Frame-axillary Enhanced Node Mechanics Performance,DaiJingChao/Qingdao Technological University,0/4
- Nonlinear Analysis of a Column Failure Steel Frame Based on the Force Analogy Method,ZhangZuoGuang/Zhejiang University,0/21
- Study on Applicable Height of Specially Shaped Column Frame Structure,QianLiYi/Tianjin University,0/2
- Research on the Failure Mechanism of Reinforced Concrete Frame Structure,GuXiaoHui/Tianjin University,0/2
- Study on the Mechanical Behavior of Direct Storey-adding Frame Structure,XieZuoFei/Xi'an University of Science and Technology,0/28
- Analysis of Deformation and Failure of Clamped Square Plates under Near-field Explosion Load,XueGuiSheng/Harbin Engineering University,0/20
- Research on the Influence of Infilled Walls on Seismic Performance of RC Frame Structures,CaiWei/Huazhong University of Science and Technology,0/4
- Study on Seismic Performance of Coupling Beam in Coupled Shear Wall,HuQi/Hefei University of Technology,0/47
- Analysis on Seismic Behavior of Eccentrically Braced Forced Concrete Composite Frame Structure,DuanHongMi/Central South University,0/4
- Pushover and Time History Analysis of Super High-rise Farme-core Tube Buildings,MengNa/Hebei University of Technology,0/12
- Seismic Performance of RC Frames with Centrally Reinforced Columns,HanYuHang/Chang'an University,0/3
- The Mechanical Behavior Study of Abnormal Steel Reinforced Concrete Beam-column Joint,WangXiaoWei/Xi'an University of Science and Technology,0/15
- Elasto-plastic Analysis of Concrete-filled Steel Tube Frame-wall Structure,LiuJunCheng/Shenyang University of construction,0/16
- Probability Analysis of Ductility Collapse Mechanism of Multiple Shear Wall,WangKe/Xi'an University of Architecture and Technology,0/12
- The Studying of Some Similar Problems in Shaking Table Test Structure Model,YeTaoPing/Hebei University of Engineering,0/71
- Research on Out-of-plane Bending Stiffness for Directly Welded T-type RHS Joints,LiDan/Harbin Institute of Technology,0/0
- Research on Structure Selection and Mechanical Property of Jiaozhuo Taichi Gymnasium Roof,WangLiJun/Beijing Jiaotong University,0/52
- Analysis of Mechanical Properties and Seismic Performance of Steel Moment Connection with Welded Haunch and Cover Plate,JiangDingWei/Lanzhou University of Technology,1/39
- Research on Dynamic Behavior of Hot-rolled Square Tubular T-joints Under Impact Load,ChenFan/Hunan University,0/57
- Research on Nonlinear Aanalysis of Steel Beam and Steel Frame,ZhengWenLi/Kunming University of Science and Technology,0/72
- Seismic Analysis of Steel Structure Based on Force Analogy Method,SongShiQiang/Dalian University of Technology,0/100
- Analysis about Seismic-response of Strong-column-weak-beam Frame Based on ADINA Software,DanMingYue/Hebei Union University,0/5
- The Exeperimental Study and Reliability Analysis on Two-way Slabs Reinforced with CFRP,ZhangZheng/Yangtze University,1/51
- Study on Performance Based Seismic Analysis Method of Concrete Frame Structures,MaZuo/Xi'an University of Science and Technology,0/101
- Study on Dynamic Response of Reinforced Concrete Mega-frame,YangYang/,0/8
- Seismic Performance Study on Hybrid Steel Girder Structure by Push-over Method,QiSuBei/Chang'an University,0/15
- Research of the Seismic Retrofitting Method for Frame Structure with Damage-reduction Frame,WuZuo/Huazhong University of Science and Technology,0/24
- The Study about Fortifications for Wall-column-beam-stairs Structure System of Masonry Buildings with Frame-share Wall Structure at First Two Stories,ZhaoJie/Shandong Institute of Architecture,0/20
- Determination of Design Parameters and Application Research in Seismic Reinforcement Based on Enlarged Section,ChenRuiFeng/Huazhong University of Science and Technology,0/40
- The Seismic Capacity and Elastic-plastic Dynamic Time History Analysis of the Frame-shear Wall Structure,ZuoXiaoQiang/Taiyuan University of Technology,2/149
- Analysis of the Seismic Behavior of Steel Frame with Opening in Beam Web Considering the Effect of Composite Action,XuZuoSen/Beijing Jiaotong University,1/37
- Study about the Torsion Effect of Frame-shear Structure with Irregular Plane,WangYePeng/Construction Industry Institute,0/70
- Analysis on Seismic Performance of Steel Frame Reinforced Connections,ZhangLiYa/Qingdao Technological University,0/48
- Study on Seismic Performance of Large Transformer Substation Main Power House System with Equipment-structure Interaction,JiZuo/Xi'an University of Architecture and Technology,1/56
- The Seismic Behavior Analysis of Concrete-filled Square Steel Tubular Composite Frame Structure,MaoJun/Central South University,0/107
- Seismic Behavior of Steel Frame with Expanded Flange Connections at the Beam End,WangYuTian/Xi'an University of Architecture and Technology,0/257
- Comparative Research on the Pushover and Time History Analysis in the High-Building,YangChao/Southwest Jiaotong University,1/297
- The Seismic Behavior Analysis of the Pebble Shape Frame Structure,BaiLiMing/Shenyang University of construction,0/7
- The Local Elastic-plastic Earthquake Response Analysis of Reinforced Concrete Structure,SongXingQi/Wuhan University of Technology,0/53
- Contrast Study on Commonly Used Analysis Softwares in Dynamic Elasto-plastic Analysis of Building Structure,LiGuoBin/Guangdong University of Technology,1/386
- Pushover Analysis Method Considering the Effect of Higher Modes in Seismic Analysis of Bridges,XieYuNa/Hunan University,0/91
- Research on the Impact of the Development of Plasticity to Seismic Performance of Bridges,YiHanBin/Beijing University of Science and Technology,0/64
- Research on the Seismic Performance of Double Deck Bridge with Portal Pier,WangXinShan/Dalian University of Technology,0/45
- Linear and Nonlinear Analysis for Large-span Rigid Frame Bridge under the Excitations of Multi-dimensional and Multi-support,GongYunKang/Beijing Jiaotong University,0/78
- Study on Seismic-resistant Behaviors of Pier and Analytic-model Subjected to Variational Axial Force,YinPing/Zhejiang University,0/59
- Study on Seismic Response Caculation of High Pier Bridge,ZhangKun/Beijing Jiaotong University,0/80
- High-speed Railway Bridge Seismic Dynamic Response Research Based on Track-bridge Interaction,TianQing/Central South University,0/102
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