Current bridge design specifications have few requirements concerning the inclusion of live load in the seismic design of bridges for perhaps two reasons: 1) the likelihood of the full design live loa
This experiment looked at different flow conditions that result from producing waves from error functions of various periods. The purpose of this experiment was to determine appropriate wave condition
Precast concrete façade specimen representing the Ground Floor corner unit for the 9-Story SAC LA Prototype building. Panels tested are: a full-width flat panel column cover (C-1), a return panel col
This experiment consisted of seven elastic model structures on a layered, saturated, soil profile. The experiment was divided into four quadrants with the following layout in each quadrant: 1) NW Quad
After the LCF with 5 shear links was tested, the sacrificial links were replaced by 3 links. This experiment followed the same procedure as before using hybrid simulation allowing for full scale study