Titlebook: Design of Reinforced Concrete Silo Groups; Fernando A.N. Silva,Bernardo Horowitz,António C. A Book 2019 Springer Nature Switzerland AG 201

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Characterization and Brief Literature Review,The problem to be solved is the calculation of stresses resultants on the walls of groups of reinforced concrete silos due to interstice loading.

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Geometry and Loading,The geometry of the silo groups of interest is shown in Fig.?2.1. They may have a thick slab (or conical hoppers with ring beams) at the bottom, and a slab, possibly on beams, at the top. Due to the thick slab close to the foundation, we will assume the cylindrical shell clamped at the bottom slab.

創(chuàng)造性

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Structural Behaviour and Simplified Model Proposition,The understanding of the load-bearing mechanism in the silo group analysed in this research, due to the loading acting in the interstice, can be intuitively understood observing the three figures presented below.

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Conclusions and Recommendations,Taking into account the analyses performed throughout the research it is possible to draw the following conclusions.

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Emergence, Complexity and Computationhe problem. Aspects such as the characterization of the geometry, the determination of the loads and choice of the appropriate boundary conditions, as well as in the interpretation of the obtained results, are examples such difficulties. Despite these difficulties, three-dimensional analysis is an i