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
Abstract Bridges are one of the most critical parts of transportation networks that may suffer damages against earthquakes. Also, seismic responses of most bridges are significantly influenced by soil
The dataset contains the experimental data utilized for the calibration of the proposed equations, as detailed in Section 6.1 of the associated paper. Additionally, it includes the OpenSees code used
Two moment-resisting frames, a one-story model with shallow spread footings and a three-story model with a one-story basement, are placed directly adjacent to each other. The goal of Test-1 is to ide
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