Experimental Study on the Seismic Performance of Steel Frame with Reinforced Beam Ends

Yu Tian Wang; Fu Xiang Jiang; Yan Wang; Xiu Li Du

doi:10.4028/www.scientific.net/AMR.479-481.170

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 479-481Experimental Study on the Seismic Performance of...

Experimental Study on the Seismic Performance of Steel Frame with Reinforced Beam Ends

Abstract:

A single-span and two-story frame specimen with reinforced beam ends has been tested under low-frequency cyclic loading. Based on the test results, the failure patterns, hysteretic behaviors, energy dissipation and deformation ability were analyzed. The results showed that the failure mode of the test specimen was ductility. Plastic hinges appeared at the changing point of the beam cross section far away from the beam-column joint. Hysteretic curve of the frame was full and the whole ductility coefficient was enough higher than 4.4 under horizontal low-cyclic loading. It can be concluded that the energy dissipation and the deformation ability are both better. So the whole steel frame connected with reinforced beam ends has good seismic performance. And the requirements of anti-seismic ability can be satisfied.

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Periodical:

Advanced Materials Research (Volumes 479-481)

Pages:

170-173

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.479-481.170

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Online since:

February 2012

Authors:

Yu Tian Wang, Fu Xiang Jiang, Yan Wang, Xiu Li Du

Keywords:

Anti-Seismic Performance, Connection with Reinforced Beam Ends, Low-Frequency Cyclic Loading Test, Steel Frame

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