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BEHAVIOR OF STEEL BEAM-TO-COLUMN MOMENT CONNECTION AND DESIGN CRITERIA

Song Zhen

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Abstract

Research works on steel beam to column moment connection are reviewed, especially the works after Northridge earthquake. Damage mode of beam to column moment connection in Northridge Earthquake and Hyogoken Nanbu (Kobe) Earthquake are presented. Performance of steel beam to column moment connection under static and seismic load and the influencing factors are discussed. Some design criteria for the steel beam column connections suitable for seismic design are suggested.

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What this paper is about

Research works on steel beam to column moment connection are reviewed, especially the works after Northridge earthquake. Damage mode of beam to column moment connection in Northridge Earthquake and Hyogoken Nanbu (Kobe) Earthquake are presented. Performance of steel beam to column moment connection under static and seismic load and the influencing factors are discussed. Some design criteria for the steel beam column connections suitable for seismic design are suggested.

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Available abstract

Research works on steel beam to column moment connection are reviewed, especially the works after Northridge earthquake. Damage mode of beam to column moment connection in Northridge Earthquake and Hyogoken Nanbu (Kobe) Earthquake are presented. Performance of steel beam to column moment connection under static and seismic load and the influencing factors are discussed. Some design criteria for the steel beam column connections suitable for seismic design are suggested.

Key concepts: Column (typography), Connection (principal bundle), Moment (physics), Structural engineering, Beam (structure), Seismic loading, Seismic analysis, Geology

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