The Research of Test on Steel Frame Beam-Column Connections with Rib Top and Seat Angle and Angle with Two Web Node Energy Consumption

Wei Liu; Guang Yun Wang; Xiong Zhang; Hai Tao Yu

doi:10.4028/www.scientific.net/AMM.351-352.483

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352The Research of Test on Steel Frame Beam-Column...

The Research of Test on Steel Frame Beam-Column Connections with Rib Top and Seat Angle and Angle with Two Web Node Energy Consumption

Abstract:

According to cycle reciprocate loads test on a beam-column connection by top and seat angles with stiffer and double web angles. It is analyzed force performance and failure mode on rib top and bottom of double angle web connection.The results show that: the top and seat angle and angle with two web connected has good ductility and energy dissipation ability.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

483-486

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.483

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Online since:

August 2013

Authors:

Wei Liu, Guang Yun Wang, Xiong Zhang, Hai Tao Yu

Keywords:

Hysteretic Behavior, Semi-Rigid Node, Stiffener

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References

[1] Engelhardt M.D. & Sabot T.A. Seismic-Resistant Steel Moment Connections: Development Since the Northridge Earthquake. Construction Research Communications Limited, 1997: 1365-1556.

Google Scholar

[2] Gates W.E. &Morden M. Professional Structure Engineering Experience Related to Welded Steel Moment Frame Following the Northridge Earthquake. The Structural Design of Tall Buildings, 1996 (5): 29-44.

DOI: 10.1002/(sici)1099-1794(199603)5:1<29::aid-tal63>3.0.co;2-v

Google Scholar

[3] Whittaker A., Gilani A. & Bertero V. Evaluation of Pre-Northridge Steel Moment -Resisting Frame Joints. The Structural Design of Tall Buildings, 1998(7): 263-283.

DOI: 10.1002/(sici)1099-1794(199812)7:4<263::aid-tal118>3.0.co;2-b

Google Scholar

[4] Architectural Institute of Japan. Reconnaissance Report on Damage to Steel Building Structures Observed from the 1995 Hyogoken-Nanhu (Hanshin/Awaji) Earthquake. May, (1995).

Google Scholar

[5] Yong-bo LIU, Li-li XIE, Yong-song SHAO. Damage and Cause Of Steel Frame Structure. World Earthquake Engineering, 2006, 22(4): 47-51.

Google Scholar

[6] China Academy of Building Research. Specification Of Test Methods For Earthquake Resistant Building (JGJ101-96)[S]. Beijing: China Architecture & Building Press, (1997).

Google Scholar