Effect of stress path, size and shape on the optimum parameters of a brittle-ductile concrete model

Mojtaba LabibzadehDepartment of Civil Engineering, Faculty of Engineering, Shahid Chamran University of Ahvaz, Ahvaz, IranCorrespondence[email protected]
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Reza HamidiDepartment of Civil Engineering, Faculty of Engineering, Shahid Chamran University of Ahvaz, Ahvaz, IranView further author information

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Mojtaba Labibzadeh, Reza Jamalpour, Amin Khajehdezfuly & Deng-Hu Jing. (2022) Improvement of MTSTR Column Performance under Eccentric Loads. Journal of Earthquake Engineering 26:11, pages 5927-5957.
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Mojtaba Labibzadeh & Reza Hamidi. (2019) A Comparison Between Shear Capacities of Two Composite Shear Walls: DSCSWs and CSPSWs. Structural Engineering International 29:2, pages 276-281.
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Effect of stress path, size and shape on the optimum parameters of a brittle-ductile concrete model

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Effect of stress path, size and shape on the optimum parameters of a brittle-ductile concrete model

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