Finite element model with semi rigid connections for vibration assessment of steel moment resisting framed structures

Date

2016-06-01

Author

Özel, Halil Fırat
Sarıtaş, Afşin
Tasbajı, Tayseer

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In this paper, a mixed formulation frame finite element with semi-rigid connections is developed. Consistent mass matrix of the element is obtained such that determination of vibration frequencies of members with varying geometry and material distribution as well as the presence of semi-rigid connections at any section on the element is accurately captured without the need to specify displacement shapes. An accurate shear correction coefficient for wide flange sections is taken into account in order to get closer match with exact solutions. Numerical examples on a portal frame and a multi-story steel moment resisting frame verify the accuracy of proposed element with and without semi-rigid connections

URI

https://hdl.handle.net/11511/76389

DOI

https://doi.org/http://users.metu.edu.tr/asaritas/Conferences/SDSS16_Ozel_Saritas_Tasbahji.pdf

Conference Name

The International Colloquium on Stability and Ductility of Steel Structures, Timisoara, Romania (30 May-01June 2016)

Collections

Department of Civil Engineering, Conference / Seminar

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Citation Formats

H. F. Özel, A. Sarıtaş, and T. Tasbajı, “Finite element model with semi rigid connections for vibration assessment of steel moment resisting framed structures,” presented at the The International Colloquium on Stability and Ductility of Steel Structures, Timisoara, Romania (30 May-01June 2016), Timoşara, Romania, 2016, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/76389.