بایگانی برچسب: Cyclic behavior of exposed base plates with extended anchor bolt

In this tutorial, the ُSimulation of the behavior of bolted shear connectors in composite slabs with steel deck in Abaqus has been studied. The steel beam, concrete, and bolts are modeled as a three-dimensional solid part. The steel deck is modeled as a shell part. You can see a figure ...

Column base connections are among the most critical components of Steel Moment Frames, their behavior profoundly influences the overall performance of SMFs. Early investigations on Column-base connections alongside remarkable experimental programs on large-scale specimens. have provided insight into their behavior and failure modes. These tests led to the development of ...