A Moment-Shear Story Model for the Design of Steel Frames with Semi-Rigid Connections

Xi Bing Hu; Yu Wei Yang; Guo Jing He; Yun Lei Fan; Peng Zhou

doi:10.4028/www.scientific.net/AMM.256-259.821

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259A Moment-Shear Story Model for the Design of Steel...

A Moment-Shear Story Model for the Design of Steel Frames with Semi-Rigid Connections

Abstract:

A moment-shear story model using the static condensation method is proposed for the steel frame with semi-rigid connections. Based on the superposition principle under small deformation, the story horizontal deflection can be divided into three parts, due to the action of story shears, the top story moment of column and the connection rotation of bottom story column, respectively. The formulas are derived for its lateral stiffness, horizontal deflection and height ratio of inflection point of column, taking into account the effect of semi-rigid connection. Numerical results indicate that this story model is reliable and can be used for preliminary design of this type of structures.

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Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

821-825

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.821

Citation:

Cite this paper

Online since:

December 2012

Authors:

Xi Bing Hu, Yu Wei Yang, Guo Jing He, Yun Lei Fan, Peng Zhou

Keywords:

Horizontal Deflection, Lateral Stiffness, Semi-Rigid Connection, Steel Structure, Story Model

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References

[1] Reyes-Salazar, Alfredo, Haldar, Achintya. Nonlinear Seismic Response of Steel Structures with Semi-rigid and Composite Connections[J]. Journal of Constructional Research,1999,51(1):37-59

DOI: 10.1016/s0143-974x(99)00005-x

Google Scholar

[2] E.M. Lui, A. Lopes, Dynamic Analysis and Response of Semi-rigid Frames[J]. Engineering Structures, 1997,19 (8):644-654

DOI: 10.1016/s0141-0296(96)00143-5

Google Scholar

[3] Sheng Hongyu.On the solutions of free vibration problem for thick laminated plates by using static elimination method [J].Journal of Hefei University of Technology, 2000,23(6):1019-1022

Google Scholar

[4] Hu Xibing. Research on the Elastic-Plastic Behaviors and Seismic Behaviors of Plane Steel Frames with Semi-Rigid Connections[D]. Hunan University,2007,50-53.[in Chinese]

Google Scholar

[5] B.S. Smith, A.Coull.Tall building structures analysis and design Tall building structures analysis and design [M].Translate by Chen Yu,Gong Bing nian.Beijing:Seismological Press, 1993,164-195.[in Chinese]

Google Scholar