Study of the Influence of the Beam-Column Line Stiffness Ratio on the Frame Structure Load Capacity Based on MATLAB

Shao Qin Zhang; Hua Hu Cheng

doi:10.4028/www.scientific.net/AMM.71-78.4194

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Study of the Influence of the Beam-Column Line...

Study of the Influence of the Beam-Column Line Stiffness Ratio on the Frame Structure Load Capacity Based on MATLAB

Abstract:

Statically indeterminate frame, composed of beams and columns, is a widely used structure form in civil engineering. The frame carrying capacity under various actions is related to the absolute stiffness of frame components and relative beam-column line stiffness ratio. The matrix displacement method and programming based on MATLAB were employed in this study to calculate the internal forces and displacements of a 2-bay 2-story frame structure under the action of horizontal loads. The influence of the beam-column line stiffness ratio on the frame load capacity was discussed based on the calculated result. Furthermore some advises were provided about the reasonable beam-column line stiffness ratio for engineering design.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

4194-4198

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.4194

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Online since:

July 2011

Authors:

Shao Qin Zhang, Hua Hu Cheng

Keywords:

Beam-Column Line Stiffness Ratio, MATLAB, Matrix Displacement Method, RC Frame Structure

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References

[1] Dezhi Shen: Journal of Suzhou Institute of Urban Construction and Environmental Protection, Vol.13 (2000), pp.54-62, in Chinese.

Google Scholar

[2] Huanling Meng, Yang Liu, Pusheng Shen: Journal of Railway Science and Engineering, Vol.3 (2006), pp.61-64, in Chinese.

Google Scholar

[3] Shanhu Wu, Jichao Zhang, Yuan Chen: Journal of Guangzhou University, Vol.9 (2010), pp.35-38, in Chinese.

Google Scholar

[4] Xuwei Li, Yanke Liu, Yongshui Zhang: Joural of Chongqing Jiaotong Uniwersity, Vol.26 (2007), pp.23-25, in Chinese.

Google Scholar

[5] Rongjiao Xu: Finite element method in structural analyses and MATLAB programming (China Communication Press, Beijing 2006), in Chinese.

Google Scholar

[6] Yanxin Tian, Huanling Meng, Bowang Chen: Joural of Railway Science and Engineering, Vol.3 (2006), pp.57-60, in Chinese.

Google Scholar

[7] Qin Liu: Journal of Henan University of Urban Construction, Vol.18 (2009), pp.21-22, in Chinese.

Google Scholar

[8] Yuqiu Long: Structure mechanics tutorial(Ⅱ) ( Higher Education Press, Beijing 2001), in Chinese.

Google Scholar