SEISMIC PERFORMANCE OF STEEL MOMENT-RESISTING FRAMES WITH MIXED USE OF RIGID AND SEMI-RIGID CONNECTIONS

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HOSSEINZADEH Y.; GHOLIPOUR FEYZI M.; BEHRAVESH A.A.D.

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Paper Information

Journal: JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ) Year:2008 | Volume:35 | Issue:3 (51) CIVIL ENGINEERING Page(s): 37-48

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Information Journal Paper

Title

SEISMIC PERFORMANCE OF STEEL MOMENT-RESISTING FRAMES WITH MIXED USE OF RIGID AND SEMI-RIGID CONNECTIONS

Author(s)

HOSSEINZADEH Y. | GHOLIPOUR FEYZI M. | BEHRAVESH A.A.D. | Issue Writer Certificate

Keywords

SEMI-RIGID CONNECTIONSQ1

DUAL STEEL MOMENT-RESISTING FRAMESQ1

SEISMIC BEHAVIORQ1

BASE SHEARQ1

STORY DRIFTQ1

COLLAPSE LIMIT STATEQ1

Abstract

Seismic performance of DUAL STEEL MOMENT-RESISTING FRAMES with mixed use of rigid and SEMI-RIGID CONNECTIONS is investigated. To this end, nonlinear seismic response of three groups of frames with three, eight and fifteen story is evaluated. These frames with rigid, semi-rigid and combined configuration of rigid and SEMI-RIGID CONNECTIONS are subjected to five earthquake records and in ultimate limit state of rigid frame, their response is compared. This study shows that in all frames, it can be find a state of semi-rigidity and connections configuration which behaves better than rigid frame, because of BASE SHEAR and storey drifts. This optimization should be done with respect to the factors such as geometrical and mechanical properties of frame, strength and rigidity of connections and properties of design earthquake record.

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APA: Copy

HOSSEINZADEH, Y., GHOLIPOUR FEYZI, M., & BEHRAVESH, A.A.D.. (2008). SEISMIC PERFORMANCE OF STEEL MOMENT-RESISTING FRAMES WITH MIXED USE OF RIGID AND SEMI-RIGID CONNECTIONS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 35(3 (51) CIVIL ENGINEERING), 37-48. SID. https://sid.ir/paper/43726/en

Vancouver: Copy

HOSSEINZADEH Y., GHOLIPOUR FEYZI M., BEHRAVESH A.A.D.. SEISMIC PERFORMANCE OF STEEL MOMENT-RESISTING FRAMES WITH MIXED USE OF RIGID AND SEMI-RIGID CONNECTIONS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2008;35(3 (51) CIVIL ENGINEERING):37-48. Available from: https://sid.ir/paper/43726/en

IEEE: Copy

Y. HOSSEINZADEH, M. GHOLIPOUR FEYZI, and A.A.D. BEHRAVESH, “SEISMIC PERFORMANCE OF STEEL MOMENT-RESISTING FRAMES WITH MIXED USE OF RIGID AND SEMI-RIGID CONNECTIONS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 35, no. 3 (51) CIVIL ENGINEERING, pp. 37–48, 2008, [Online]. Available: https://sid.ir/paper/43726/en

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