Behaviour of empty steel grain silos under wind loading: part 2: the stiffened conical roof shell

Author:

Briassoulis D.,Pecknold D.A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference20 articles.

1. Wind-loaded reinforced-concrete cooling towers: buckling or ultimate load;Mang;Eng. Struct.,1983

2. Cooling tower practice in Germany: state of the art;Zerna,1981

3. Thin shell concrere structures;Billington,1982

4. Cantilever cylindrical shells under assumed wind pressures;Gopalacharyulu,1973

5. The analysis of covered cylindrical storage bins subjected to unsymmetrical loading by shell bending theory;Jerath,1977

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1. Wind-structure interaction mechanism of circular storage shells- a critical review;Mechanics of Advanced Materials and Structures;2024-04-09

2. Effects of different snow load arrangements on steel silo roof structures;Advances in Structural Engineering;2017-11-20

3. Silos;Beton-Kalender 2016;2016-01-28

4. Full-scale tests to measure stresses and vertical displacements in an 18.34m-diameter agricultural steel silo roof;Computers and Electronics in Agriculture;2014-08

5. Wind pressures and buckling of cylindrical steel tanks with a conical roof;Journal of Constructional Steel Research;2005-06

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