Add to ORKGFour specimens of eccentric beam-column connections are tested under reversed cyclic loading in this paper. Experimental and analytical studies were designed to investigate the influence of eccentricity on the shear strength and energy dissipation in the core area of connections. The test results provides valuable information that can help further improving the design requirements for eccentric beam-column connections
This research was intended to investigate the behavior of reinforced concrete beam-column joints und...
This research was intended to investigate the behavior of reinforced concrete beam-column joints und...
This paper presents the cyclic responses of eight reinforced concrete exterior beam-column joints, n...
Since the mid 1960's many researchers have been investigating the behavior of reinforced concrete be...
Design recommendations for reinforced concrete beam-column connections are based on limited experime...
Reinforced concrete ???RC??? frame connections with the beam centerline offset in plan from the colu...
The performance of beam-to-column connections subjected to reversed cyclic loading depends on severa...
The inelastic behavior of beam-to-column joints has been studied since 1960’s; however, there is sti...
One of the primary goals of this research program was to develop a joint model that accounts for det...
Two 2/3-scale reinforced concrete eccentric beam-column-slab subassemblies (edge connections with fl...
Non seismically designed eccentric reinforced concrete beam column joints were extensively used in e...
Non seismically designed eccentric reinforced concrete beam column joints were extensively used in e...
An experimental investigation studied performance of reinforced concrete (RC) corner beam-column con...
Non seismically designed eccentric reinforced concrete beam column joints were extensively used in e...
Insufficiency of the Beam Column Joint (BCJ) caused structures failures particularly in case of the ...
This research was intended to investigate the behavior of reinforced concrete beam-column joints und...
This research was intended to investigate the behavior of reinforced concrete beam-column joints und...
This paper presents the cyclic responses of eight reinforced concrete exterior beam-column joints, n...
Since the mid 1960's many researchers have been investigating the behavior of reinforced concrete be...
Design recommendations for reinforced concrete beam-column connections are based on limited experime...
Reinforced concrete ???RC??? frame connections with the beam centerline offset in plan from the colu...
The performance of beam-to-column connections subjected to reversed cyclic loading depends on severa...
The inelastic behavior of beam-to-column joints has been studied since 1960’s; however, there is sti...
One of the primary goals of this research program was to develop a joint model that accounts for det...
Two 2/3-scale reinforced concrete eccentric beam-column-slab subassemblies (edge connections with fl...
Non seismically designed eccentric reinforced concrete beam column joints were extensively used in e...
Non seismically designed eccentric reinforced concrete beam column joints were extensively used in e...
An experimental investigation studied performance of reinforced concrete (RC) corner beam-column con...
Non seismically designed eccentric reinforced concrete beam column joints were extensively used in e...
Insufficiency of the Beam Column Joint (BCJ) caused structures failures particularly in case of the ...
This research was intended to investigate the behavior of reinforced concrete beam-column joints und...
This research was intended to investigate the behavior of reinforced concrete beam-column joints und...
This paper presents the cyclic responses of eight reinforced concrete exterior beam-column joints, n...