Results 11 to 20 of about 28,683 (254)

Evaluation of a Macro Lump Plasticity Model for Reinforced Concrete Beam-Column Joint under Cyclic Loading [PDF]

open access: yesCivil Engineering Dimension, 2020
Lateral deformations of reinforced concrete (RC) frames under extreme seismic excitation are highly affected by the stiffness of their beam-column joints.
Joko Purnomo   +3 more
doaj   +10 more sources

Seismic damage mechanism of weak beam-column joint frames [PDF]

open access: yesMagazine of Civil Engineering, 2022
The use of old building design codes and improper execution of recent seismic design practices resulted in substandard and vulnerable reinforced concrete building stock, the majority of which is built with weak beam-column joint connections (i.e.
Rizwan Muhammad   +2 more
doaj   +3 more sources

Exterior reinforced concrete beam column joint subjected to monotonic loading [PDF]

open access: yesAlexandria Engineering Journal, 2018
The joints between beams and columns are crucial zones in a reinforced concrete moment resisting frame. The behaviour of such joints greatly influences the strength and ductility of the overall frame.
Said M. Allam   +2 more
doaj   +2 more sources

Prediction of Joint Shear Deformation Index of RC Beam–Column Joints [PDF]

open access: yesBuildings, 2020
In the analysis of reinforced concrete (RC) buildings, beam–column joints are regarded as rigid nodes. In fact, joint deformation may make a significant difference in the lateral response of RC buildings if joints are not properly designed and detailed ...
Dagvabazar Gombosuren, Takeshi Maki
doaj   +2 more sources

Design of PC beam-column joint applied X-braced bars in the segmented structural system [PDF]

open access: yesJournal of Civil Engineering and Management, 2016
This study suggests a joint design using an X-brace bar to identify the stability and structural performance of a precast concrete (PC) beam-column joint design, which may cause problems when used in a segmented PC beam system for a long-span structure ...
Sijun Kim   +3 more
doaj   +3 more sources

Finite Element Analysis of Reinforced Concrete Beam-Column Connections with Governing Joint Shear Failure Mode [PDF]

open access: yesLatin American Journal of Solids and Structures
Reinforced concrete (RC) beam-column connections especially those without transverse reinforcement in joint region can exhibit brittle behavior when intensive damage is concentrated in the joint region during an earthquake event.
M.A. Najafgholipour   +3 more
doaj   +2 more sources

Joint strengthening by external bars on RC beam-column joints [PDF]

open access: yes, 2022
[EN] Column strengthening is a very common practice for improving the seismic performance of reinforced concrete frame structures or repairing damage after a seismic event.
Cladera, Antoni   +4 more
core   +3 more sources

Seismic behavior of non seismically designed eccentric reinforced concrete beam column joints [PDF]

open access: yes, 2021
Non seismically designed eccentric reinforced concrete beam column joints were extensively used in existing reinforced concrete frame buildings, which were found to be vulnerable to seismic action in many incidences.
Liu, Ying   +5 more
core   +1 more source

Seismic performance of reinforced concrete interior beam-column joints with novel reinforcement detail [PDF]

open access: yes, 2021
Horizontal stirrups are normally required in reinforced concrete (RC) beam-column joints (BCJs) for resisting shear forces in seismic design. For RC moment-resisting frames subjected to a high lateral load, a large number of stirrups are needed in joint ...
Li, Bo   +3 more
core   +2 more sources

Simplified Plastic Hinge Model for Reinforced Concrete Beam–Column Joints with Eccentric Beams

open access: yesApplied Sciences, 2021
In nonlinear analysis for performance-based design of reinforced concrete moment frames, a plastic hinge spring element is predominantly used in order to simply and accurately describe the inelastic behavior of beam–column joints, including strength ...
Hyeon-Jong Hwang, Chang-Soo Kim
doaj   +1 more source

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