About 80 item dissertation in line with Capacity Spectrum Method query results,the following is 51 to 100(Search took 0.020 seconds)
- Earthquake-resistance Behavior Evaluation of Hubei Province Archive Building by Static-nonlinear Analysis,ShaoTongPing/Huazhong University of Science and Technology,1/112
- Simplified Inelastic Analysis Methods for Structural Performance-Based Seismic Design,ZhongXun/Hefei University of Technology,15/523
- Pushover Analysis of Long Span Tridimensional Steel Truss Arch,ZhengYuChun/Tianjin University,6/105
- Seismic Performance Evaluation of FRP Retrofitting Concrete Structures Based on Capacity Spectrum Method,ZuoHaiBo/Harbin Institute of Technology,1/171
- Application of Pushover Analysis on the Actual Engineering Structure,ZhaoZhenZuo/Xi'an University of Architecture and Technology,0/376
- Seismic Performance Research and Optimization of Frame Structures Asymmetric in Plane,YuZiWu/Xi'an University of Architecture and Technology,0/134
- Mild Steel Damper on the Bottom of the Damping Analysis of Large Space Structures,LongZuo/Xi'an University of Technology,0/114
- Performance-Based Damping Control Method for Energy Dissipation Structure,WangLingFei/Xi'an University of Architecture and Technology,0/165
- Seismic Performance Evaluation of Girder Bridge Considering Pile-soil Interaction,WangGuangYu/Beijing Jiaotong University,2/132
- Research on Round-ended Plate Pier Aseismic Performance of Passenger Dedicated Railway Line Considering Soil-Structure Interaction,JiangCheng/Beijing Jiaotong University,1/77
- The Anti-ice Capacity and Aseismic Capacity Analysis of Jacket Type Offshore Steel Structures,JinShuCheng/Dalian University of Technology,3/148
- Pseudo-static Test and Seismic Performance Analysis on Cast-in-situ Concrete Hollow Slab Column Structure,ZengHuaJun/Hunan University of Science and Technology,0/112
- Seismic performance of RC Frame Pushover Analysis Method,ChaiZhiHong/Nanchang University,3/241
- The study and assessment of the damage to reinforced concrete structural seismic performance,LuoZuoJie/Central South University,4/164
- Research on Seismic Performance of Double-Column Bridge Pier in Passenger Dedicated Railway Line Including Soil-Structure Interaction,DuWei/Beijing Jiaotong University,3/171
- Static Elasto-plastic Pushover Analysis to Pre-stressing Concrete Fabricated Frames,XieXiaoAn/Hunan University,0/182
- Seismic Performance Evaluation of Urban Rail Transit Bridge Applying Mode-based Pushover Analysis Method,LiHuiJie/Beijing Jiaotong University,1/224
- Seismic Performance Evaluation and Reinforcement of the Concrete Girder Bridge Based on Pushover Analysis,KangYinGeng/Beijing Jiaotong University,1/68
- Seismic Fragility of Reinforced Concrete Bridge Piers,XueWanCheng/Beijing Jiaotong University,1/98
- Simplified Seismic Analysis of Integrated Station-Bridge Structure,LiZuo/Beijing Jiaotong University,0/90
- Seismic Performance Analysis and Design of Reinforced Concrete Infilled Frame Structure,HuYanRong/Harbin Institute of Technology,0/269
- Research on Performance-based Seismic Evaluation and Design Method for RC Frame Strucrure,ZhouYanBin/Hunan University,0/203
- Capacity spectrum method based on the structure of non-probabilistic reliability,WangWen/Hunan University,0/110
- Evaluation Research on Earthquake Resistant Capability of Office and the Central Staircase of Xuankou Middle School,HuZhiHua/South China University of Technology,0/81
- Study on Seismic Capacity of Buildings,LinShiZuo/China Seismological Bureau, Institute of Engineering Mechanics,1/300
- Capacity spectrum method in high-rise buildings Pushover Analysis,LuoLinJie/Harbin Engineering University,0/92
- Seismic Performance Assessment of Reinforced Concrete Space Frames Based on 3D APA and IDA,XieDengKe/Harbin Institute of Technology,0/142
- Study on Adaptive Pushover Analysis of Long Span Tridimensional Steel Truss Arch,ZhangYanLong/Tianjin University,0/37
- Research on High-rise Frame-shear Wall’s Performance-based Seismic,ChenXiaoXiang/Tianjin University,0/327
- Study on the Performance Based Seismic Design of Portal Frame Light Steel Structures with Different Joint Forms,Li/Chang'an University,0/82
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