Asymmetrical Buckling of Prestressed Tapered Arches

Author:

Wolde‐Tinsae Amde M.,Foadian Hossein

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference11 articles.

1. Chini S. A. (1986). “Nonlinear stability analysis of prestressed domes using the finite element method ” thesis presented to the University of Maryland at College Park Md. in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

2. Buckling Test of Prestressed Arches in Centrifuge

3. Critical Load and Postbuckling of Arch Frameworks

4. Effect of Prestressing on Elastica Arches

5. Herzog T. (1976). Pneumatic structures a handbook of inflatable architecture . Oxford University Press New York N.Y.

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1. Behavior of Pre-Stressed Arch Subjected to Sliding Load;International Journal of Structural Stability and Dynamics;2022-08-06

2. Parametric study of the structural and in-plane buckling analysis of ogee arches;HBRC Journal;2014-04

3. Large deflection behavior and stability of slender bars under self weight;Structural Engineering and Mechanics;2006-12-20

4. EFFECT OF GEOMETRIC AND LOADING CONDITIONS ON STABILITY OF PRESTRESSED ARCHES;International Journal of Structural Stability and Dynamics;2001-12

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