MOMENT RESISTING CONNECTION WITH SIDEPLATE

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DEYLAMI A.; ASHRAF R.

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Journal Paper

Paper Information

Journal: AMIRKABIR Year:2005 | Volume:16 | Issue:61-C Page(s): 85-101

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Information Journal Paper

Title

MOMENT RESISTING CONNECTION WITH SIDEPLATE

Author(s)

DEYLAMI A. | ASHRAF R. | Issue Writer Certificate

Keywords

STEEL STRUCTUREQ4

MOMENT CONNECTIONQ4

SIDE PLATEQ4

SEISMIC RESISTINGQ4

Abstract

Numerous steel moment-resisting connections failed by brittle fracture during the Northridge earthquake. Sideplate connection uses a pair of parallel full-depth SIDE PLATEs to connect the beam to the column. The beam never touches the column. The physical separation between beam and column eliminates the peaked triaxial stress concentration. Fifteen 3D finite element models were developed to represent the nonlinear behavior of sideplate connections. The results indicate that this connection type has sufficient stiffness, strength and ductility to classify it as rigid, full-strength, ductile connection.

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APA: Copy

DEYLAMI, A., & ASHRAF, R.. (2005). MOMENT RESISTING CONNECTION WITH SIDEPLATE. AMIRKABIR, 16(61-C), 85-101. SID. https://sid.ir/paper/756/en

Vancouver: Copy

DEYLAMI A., ASHRAF R.. MOMENT RESISTING CONNECTION WITH SIDEPLATE. AMIRKABIR[Internet]. 2005;16(61-C):85-101. Available from: https://sid.ir/paper/756/en

IEEE: Copy

A. DEYLAMI, and R. ASHRAF, “MOMENT RESISTING CONNECTION WITH SIDEPLATE,” AMIRKABIR, vol. 16, no. 61-C, pp. 85–101, 2005, [Online]. Available: https://sid.ir/paper/756/en

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