Analysis of Seismic Checking of Panel Zone with Unequal Beam Height in Steel Structures

Su Juan Dai; Hui Yuan Shi; Xiu Ting Wei

doi:10.4028/www.scientific.net/AMM.204-208.2837

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Analysis of Seismic Checking of Panel Zone with...

Analysis of Seismic Checking of Panel Zone with Unequal Beam Height in Steel Structures

Abstract:

Seismic checking of panel zone for steel frame is very important in seismic checking of steel structure. This paper starts with the comprehension of new seismic design code of 2010, and the calculation formula of shear strength and yield bearing capacity for the panel zone is derived when the beam height in two side of joint is unequal, resorting to current Design Code for the Steel Structures and Seismic Design Code for Buildings. The formula is utilized for an engineering example in this paper, and it can provide some references for the design of steel structure.