this paper describes experimental and numerical investigations on two specimens of frames composed of steel reinforced concrete beam and angle-steel concrete column under horizontal low cyclic loading. based on the test results, the relationship curves of the horizontal load-displacement and the failure modes are acquired. meanwhile the hysteretic behaviors, skeleton curves, stiffness degradati...

This study presents a novel energy-dissipating prefabricated joint for connecting beam to column in precast frame structure. The joints are characterized by replaceable steel hinge and tube confined core, providing advantages concrete reinforced frames, such as complete assembly, damage control, maintainability of the structure after an earthquake. hysteretic behavior proposed was studied throu...

This study focuses on performance of H-shaped steel beams to CFT column rigid connections. To this end, the effects of internal and external stiffeners on hysteretic behavior of connections were studied. Comparative numerical analyses carried out on eight different connections. To this end finite element models were prepared using ANSYS and nonlinear cyclic analyses carried out. Results of this...

This research is designed to check the potential of modifying concrete with nanomaterials enhance cyclic behavior beam?column joints. It also studies effect heat on joints modified nanomaterials. Experimental and numerical programs are carried out explore heat-damaged unheated RC Six half-scale exterior beam-to-column were prepared; two control specimens, specimens nano-silica nano-alumina, nan...