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A platform for research: civil engineering, architecture and urbanism
Shear strength of reinforced concrete beam–column joints
https://orcid.org/http://orcid.org/0000-0001-5944-2071
This paper introduces a mathematical model for the shear strength calculations of the interior and exterior reinforced concrete beam–column joints subjected to seismic loads. The proposed model is developed based on the strut and tie method, considering both the concrete compression strut mechanism and the truss mechanism, leading to a simple expression for the shear strength calculations. The new model is calibrated with the available test results of 105 interiors and 110 exterior beam–column joints collected from the literature. Then, it is validated by comparing its shear strength estimations with the existing model using the test results of 25 interiors and 26 exterior beam–column joints. The proposed model shows good agreement with test results.
Shear strength of reinforced concrete beam–column joints
https://orcid.org/http://orcid.org/0000-0001-5944-2071
This paper introduces a mathematical model for the shear strength calculations of the interior and exterior reinforced concrete beam–column joints subjected to seismic loads. The proposed model is developed based on the strut and tie method, considering both the concrete compression strut mechanism and the truss mechanism, leading to a simple expression for the shear strength calculations. The new model is calibrated with the available test results of 105 interiors and 110 exterior beam–column joints collected from the literature. Then, it is validated by comparing its shear strength estimations with the existing model using the test results of 25 interiors and 26 exterior beam–column joints. The proposed model shows good agreement with test results.
Shear strength of reinforced concrete beam–column joints
https://orcid.org/http://orcid.org/0000-0001-5944-2071
This paper introduces a mathematical model for the shear strength calculations of the interior and exterior reinforced concrete beam–column joints subjected to seismic loads. The proposed model is developed based on the strut and tie method, considering both the concrete compression strut mechanism and the truss mechanism, leading to a simple expression for the shear strength calculations. The new model is calibrated with the available test results of 105 interiors and 110 exterior beam–column joints collected from the literature. Then, it is validated by comparing its shear strength estimations with the existing model using the test results of 25 interiors and 26 exterior beam–column joints. The proposed model shows good agreement with test results.
Shear strength of reinforced concrete beam–column joints
Asian J Civ Eng
Al-Bayati, Ahmed Faleh (author)
Asian Journal of Civil Engineering ; 24 ; 319-351
2023-01-01
33 pages
Article (Journal)
Electronic Resource
English
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