In this test, the soil culvert interaction was investegated under static and seismic loads. The static loads were comes from the weight of the soil as case A and surface strip foundation of 50 kPa rig
This experiment presents the results of a full-scale dynamic tests of a two story by two bay nonductile reinforced concrete frame. The structure was designed explicitly for gravity loads with no consi
Longitudinal hydraulic experiment. The acrylic specimen was placed in the wave flume 3-4 meters upstream of the column inside of guide wires. An error function was used to generate the wave that would
After verifying the performance of the MR dampers in controlling the highway bridges, large-scale real-time hybrid simulation conducted at Lehigh University NEES facility is used to experimentally ver
A large-scale specimen underwent testing at the University of Illinois at Urbana-Champaign in the Multi-Axial Full-Scale Sub-Structured Testing and Simulation (MUST-SIM) facility, which is part of the