RIGID KHORJINI CONNECTIONS WITHPERIPHERAL ANGLE AND COMPARISON WITH THE PROPOSED RIGID KHORJINI
CONNECTIONS CODE

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FOROUGHI M.; BARKHOURDARI M.A.

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Journal Paper

Paper Information

Journal: AMIRKABIR Year:2008 | Volume:18 | Issue:67-C Page(s): 1-9

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Information Journal Paper

Title

RIGID KHORJINI CONNECTIONS WITHPERIPHERAL ANGLE AND COMPARISON WITH THE PROPOSED RIGID KHORJINI CONNECTIONS CODE

Author(s)

FOROUGHI M. | BARKHOURDARI M.A. | Issue Writer Certificate

Keywords

KHORJINI CONNECTIONSQ3

PERIPHERAL ANGLEQ3

RIGID CONNECTIONSQ3

SCISSORSQ3

SADDLE LIKE CONNECTIONQ3

KHORJINIQ3

Abstract

KHORJINI CONNECTIONS as the common connections in Iran have not a desirable_behavior against earthquake loads. Consequently, several researches have been conducted during two recent decades in Iran, to evaluate the behavior of these connections and expand their performance. This paper, introduces a new proposed detail as "KHORJINI CONNECTIONS with PERIPHERAL ANGLEs". In the current research, numerical analysis has been conducted using Ansys 8.0 Finite Element Code. Three kinds of these connections have been studied with non-linear behavior material as well as non-linear geometry, under cyclic loads. According to the results, these connections have a desirable behavior and adequate ductility.

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APA: Copy

FOROUGHI, M., & BARKHOURDARI, M.A.. (2008). RIGID KHORJINI CONNECTIONS WITHPERIPHERAL ANGLE AND COMPARISON WITH THE PROPOSED RIGID KHORJINI CONNECTIONS CODE. AMIRKABIR, 18(67-C), 1-9. SID. https://sid.ir/paper/720/en

Vancouver: Copy

FOROUGHI M., BARKHOURDARI M.A.. RIGID KHORJINI CONNECTIONS WITHPERIPHERAL ANGLE AND COMPARISON WITH THE PROPOSED RIGID KHORJINI CONNECTIONS CODE. AMIRKABIR[Internet]. 2008;18(67-C):1-9. Available from: https://sid.ir/paper/720/en

IEEE: Copy

M. FOROUGHI, and M.A. BARKHOURDARI, “RIGID KHORJINI CONNECTIONS WITHPERIPHERAL ANGLE AND COMPARISON WITH THE PROPOSED RIGID KHORJINI CONNECTIONS CODE,” AMIRKABIR, vol. 18, no. 67-C, pp. 1–9, 2008, [Online]. Available: https://sid.ir/paper/720/en

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