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Design of Reinforced Concrete Silo Groups by Fernando A. N. Silva & Bernardo Horowitz & João M. P. Q. Delgado & António C. Azevedo

Author:Fernando A. N. Silva & Bernardo Horowitz & João M. P. Q. Delgado & António C. Azevedo , Date: April 16, 2020 ,Views: 161

Design of Reinforced Concrete Silo Groups by Fernando A. N. Silva & Bernardo Horowitz & João M. P. Q. Delgado & António C. Azevedo

Author:Fernando A. N. Silva & Bernardo Horowitz & João M. P. Q. Delgado & António C. Azevedo
Language: eng
Format: epub
ISBN: 9783030136215
Publisher: Springer International Publishing


4.2 Boundary Conditions

The analysis considered the following boundary conditions:In the bottom, taking into account the rigidity of the existing slab as well as the connection of the wall with the foundation, the boundary condition imposed was the clamped support;

At the top, considering the existing slab acting as a rigid diaphragm for membrane loads allied to the structure symmetry, the boundary condition imposed was simple support.

The use of shape and loading symmetry conditions of the structure generates two planes of symmetry on which appropriate boundary conditions have been imposed [2].



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Design of Reinforced Concrete Silo Groups by Fernando A. N. Silva & Bernardo Horowitz & João M. P. Q. Delgado & António C. Azevedo.epub


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