This study presents six pseudostatic tests on square hollow section steel (HSS) column to H-section beam bolted connections with double cover plates. The failure modes, load鈥揹isplacement hysteresis curves, and backbone curves of the joints were obtained, as were the energy-dissipating capacity,...
and the general bottom slab thickness is 3 m. The concrete grade for the plate elements is C40. Temporary column piles are simulated using embedded pile elements with a pile radius of 400 mm, a pile length of 82 m, and a concrete grade of C35. The support structure for the junction wel...
and the general bottom slab thickness is 3 m. The concrete grade for the plate elements is C40. Temporary column piles are simulated using embedded pile elements with a pile radius of 400 mm, a pile length of 82 m, and a concrete grade of C35. The support structure for the junction wel...