MAE Center
Preface
Effect of Hysteretic Model on Ductility-Based Strength Reduction Factor
Limiting Drift & Energy Dissipation Ratios for Earthquake Loading of Shear Walls
Effect of Prior Earthquake Damage on Response of Simple Structures
Spreading Beam Plastic Hinging Zone for the Ductility Behavior of High-Strength RC Beam-Column Joints Using Vertically-Anchored Intermediate Reinforcements
Computational Methodology and Design Equation for Ultimate Stress of Unbonded Tendon
Developments in the Use of MR Devices for Earthquake Protection - Conclusions and Future Work
Behavior of Concrete-Filled Box Column to H-Beam Connections
Inelastic Behavior of Steel Girder Connections to Concrete-Filled Steel
Modeling & Performance Evaluation of Steel Frame Buildings Under Seismic Loads
List of Participants
Workshop Program
View Report
Effect of Hysteretic Model on Ductility-Based Strength Reduction Factor
Limiting Drift & Energy Dissipation Ratios for Earthquake Loading of Shear Walls
Effect of Prior Earthquake Damage on Response of Simple Structures
Spreading Beam Plastic Hinging Zone for the Ductility Behavior of High-Strength RC Beam-Column Joints Using Vertically-Anchored Intermediate Reinforcements
Computational Methodology and Design Equation for Ultimate Stress of Unbonded Tendon
Developments in the Use of MR Devices for Earthquake Protection - Conclusions and Future Work
Behavior of Concrete-Filled Box Column to H-Beam Connections
Inelastic Behavior of Steel Girder Connections to Concrete-Filled Steel
Modeling & Performance Evaluation of Steel Frame Buildings Under Seismic Loads
List of Participants
Workshop Program
View Report