BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES

Tong Gengshu; Zhu Xinghai; Pi Yonglin

doi:10.13204/j.gyjz201304006

Volume 43 Issue 4

Dec. 2014

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Tong Gengshu, Zhu Xinghai, Pi Yonglin. BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 28-33,41. doi: 10.13204/j.gyjz201304006

Citation:

Tong Gengshu, Zhu Xinghai, Pi Yonglin. BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 28-33,41. doi: 10.13204/j.gyjz201304006

Tong Gengshu, Zhu Xinghai, Pi Yonglin. BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 28-33,41. doi: 10.13204/j.gyjz201304006

Citation:

Tong Gengshu, Zhu Xinghai, Pi Yonglin. BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 28-33,41. doi: 10.13204/j.gyjz201304006

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BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES

doi: 10.13204/j.gyjz201304006

1.
1. Institute of High Performance Material and Structure,Zhejiang University,Hangzhou 310058,China;
2.
2. Huahui Engineering Design Group,Shaoxing 312000,China;
3.
3. School of Civil &Environmental Engineering,The University of New South Wales,NSW,2052,Australia?

Received Date: 2013-01-20
Publish Date: 2013-04-20

Abstract

Abstract

It was studied the bucklings of horizontally elastically supported arches, and the linear analytic results of the horizontally elastically-supported arches under three loads were also presented.The symmetrical and antisym-metrical bucklings of such arches were analyzed, and a demarcation between the symmetrical buckling and antisymmetrical one was got.The formula for calculating the critical axial force as well as the recommendations on design were put forward.
- arch,
- buckling,
- linear analysis,
- elastic support,
- axial force ?

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References(11)

References

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[9] Bradford M A, Wang T, Pi Y L. In-Plane Stability of Parabolic Arches with Horizontal Spring Supports. II: Experiments[J]. Journal of Structural Engineering,2007,133(8):1138-1145.

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