Bi-directional Seismic Behavior of 4-legged Steel Truss Bridge Piers Allowing a Controlled Rocking Response Read more about Bi-directional Seismic Behavior of 4-legged Steel Truss Bridge Piers Allowing a Controlled Rocking Response
Initial Observations from Monitoring the In-situ Performance of a Community-scale Wind Turbine Support Structure Read more about Initial Observations from Monitoring the In-situ Performance of a Community-scale Wind Turbine Support Structure
Structural and Non-structural Seismic Demands on Controlled Rocking Steel Braced Frame Buildings Read more about Structural and Non-structural Seismic Demands on Controlled Rocking Steel Braced Frame Buildings
In-situ Measurements of Fatigue Demands on a Wind Turbine Support Structure Read more about In-situ Measurements of Fatigue Demands on a Wind Turbine Support Structure
Effects of Columns Stiffness on Infill Plate Yielding Distribution in Steel Plate Shear Walls Read more about Effects of Columns Stiffness on Infill Plate Yielding Distribution in Steel Plate Shear Walls
Probabilistic Evaluation of Effect of Column Stiffness on Seismic Performance of Steel Plate Shear Walls Read more about Probabilistic Evaluation of Effect of Column Stiffness on Seismic Performance of Steel Plate Shear Walls
Development of a Seismic Isolation System for Commercial Storage Racks Read more about Development of a Seismic Isolation System for Commercial Storage Racks
Effect of Column Stiffness on Drift Concentration in Steel Plate Shear Walls Read more about Effect of Column Stiffness on Drift Concentration in Steel Plate Shear Walls
Research Needs for Seismic Rehabilitation of Sub-standard Buildings using Stiff Rocking Cores Read more about Research Needs for Seismic Rehabilitation of Sub-standard Buildings using Stiff Rocking Cores
Experimental Testing of Sub-standard Multi-story Steel Braced Frames Rehabilitated using a Stiff Rocking Core and Steel Yielding Links Read more about Experimental Testing of Sub-standard Multi-story Steel Braced Frames Rehabilitated using a Stiff Rocking Core and Steel Yielding Links
