位置：成果数据库 > 会议 > 会议详情页
建筑结构性能设计方法与常规方法的比较
  • 所属机构名称：西安建筑科技大学
  • 会议名称：第7届全国地震会议
  • 成果类型：会议
  • 相关项目：高性能混凝土剪力墙地震破坏机理及性能设计理论研究
作者： 邓明科|梁兴文|吴继伟|
同会议论文项目
高性能混凝土剪力墙地震破坏机理及性能设计理论研究
期刊论文 59 会议论文 26
同项目会议论文
钢筋混凝土异型柱截面变形能力设计方法研究：（ Ⅰ ）屈服曲率的计算
一种剪力墙宏模型的研究
多层不对称结构的非线性静力分析和抗震性能评估
钢筋混凝土异型柱截面变形能力设计方法研究：（ Ⅱ ）极限曲率和曲率延性系数的计算
Research on deformation capacity design method of steel reinforced concrete structural walls
Base on Deformation of Nonlinear Finite Element Analysis on High Performance Concrete Structural Wal
Plastic-damage model for reinforced concrete shear walls
Deformation-based nonlinear FINITE ELEMENT ANALYSIS OF STEEL HIGH PERFORMANCE CONCRETE STRUCTURAL WA
小跨高比连梁受剪承载力分析
混凝土剪力墙受剪承载力计算方模式比较
剪力墙受剪承载力计算方法的可靠性分析
RESEARCH ON RESTORING FORCE MODEL OF HIGH STRENGTH CONCRETE-FILLED RECTANGRULAR STEEL TUBULAR COLUMN
高性能混凝土剪力墙抗震试验与分析
Displacement-Based Deformation Capacity Design Method of Steel Reinforced Concrete Structural Walls
Experimental Investigation on seismic behavior of high performance concrete shear wall with edge col
型钢混凝土剪力墙受剪承载力分析
RC 剪力墙基于位移的抗震设计方法研究
Study on Evaluation Method of High-Rise Building Performance by Equivalent Single Degree of Freedom
The Design Spectrum Curve of Seismic Performance for Reinforced Concrete Structure
高性能混凝土剪力墙延性的试验研究
Design Base Shear Capacity of High-Rise structures
Experimental Study on Seismic Behavior of High Performance Concrete Shear Wall with New Strategy of
A New Displacement-Based Seismic Design Method for Shear Wall Structures
The Simplified Load-Displacement Curve of Shear Walls
Influence of the Characteristic Value of Stirrup Reinforcement on Allowable Axial Load Ratio for Con