Wind-structure interaction analysis of empty cylindrical silos for various slenderness ratio

Author:

Mukherjee Soumya,Mondal Ujjal,Roy Dilip Kumar Singha

Publisher

Elsevier BV

Subject

General Medicine

Reference20 articles.

1. On ovalling oscillations of cylindrical shells in cross-flow;Paϊdoussis;J. Sound Vib.,1979

2. Anchorage requirements for wind-loaded empty silos;Briassoulis;J. Struct. Eng.,1986

3. H.V. Kebeli, Determining pressure coefficients due to wind loading on grain bins, Doctoral Dissertation, University of Florida, 2002.

4. M. Pircher, Buckling of medium-length silos under wind loading, in: Structural Stability and Dynamics with CD-ROM: Proceedings of 2nd International Conference on Structural Stability and Dynamics (ICSSD 2002,16-18 December), Singapore, 1 (2002), 465–470, doi: 10.1142/9789812776228_0066.

5. Assessment of transverse deformation of wall of elevated RC cylindrical empty silo under wind load;Patra;J. Inst. Eng. (India): A,2010

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