EFFECT OF CONNECTIONS SEMIRIGIDITY ON SEISMIC BEHAVIOR OF STEEL FRAMES

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HOSSEINZADEH Y.; BEHRAVESH A.A.D.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Paper Information

Journal: JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ) Year:2004 | Volume:30 | Issue:3 (36) Civil Engineering Page(s): 11-23

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Title

EFFECT OF CONNECTIONS SEMIRIGIDITY ON SEISMIC BEHAVIOR OF STEEL FRAMES

Author(s)

HOSSEINZADEH Y. | | BEHRAVESH A.A.D. | Issue Writer Certificate

Keywords

SEMIRIGID CONNECTIONSQ1

STEEL MOMENT RESISTING FNLMESQ2

BEHAVIOR FACTORQ2

STORY DRIFT RATIOQ2

COLLAPSE MECHANISMQ2

BASE SHEARQ1

Abstract

The influence of connection strength and rigidity on the seismic performance of steel moment resisting frames is investigated. The seismic response of frames with three, eight and fifteen story is evaluated. These frames with rigid and SEMIRIGID CONNECTIONS were subjected to five em1hquake records. In ultimate limit state, the response of rigid and semirigid frames is compared in terms of the BASE SHEAR STORY DRIFT RATIO, failure mechanism and BEHAVIOR FACTOR. These studies indicate that, the semirigidity of steel frames does not necessarily result in larger drift or in more damage than in rigid frames. It was also observed that, a well-proportioned semirigid connection could participate in the nonlinear behavior of the structure and enhances the dynamic performance of steel frames.

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APA: Copy

HOSSEINZADEH, Y., BEHRAVESH, A.A.D.. (2004). EFFECT OF CONNECTIONS SEMIRIGIDITY ON SEISMIC BEHAVIOR OF STEEL FRAMES. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 30(3 (36) Civil Engineering), 11-23. SID. https://sid.ir/paper/43740/en

Vancouver: Copy

HOSSEINZADEH Y., BEHRAVESH A.A.D.. EFFECT OF CONNECTIONS SEMIRIGIDITY ON SEISMIC BEHAVIOR OF STEEL FRAMES. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2004;30(3 (36) Civil Engineering):11-23. Available from: https://sid.ir/paper/43740/en

IEEE: Copy

Y. HOSSEINZADEH, A.A.D. BEHRAVESH, “EFFECT OF CONNECTIONS SEMIRIGIDITY ON SEISMIC BEHAVIOR OF STEEL FRAMES,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 30, no. 3 (36) Civil Engineering, pp. 11–23, 2004, [Online]. Available: https://sid.ir/paper/43740/en

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