000 | 04040nam a22005775i 4500 | ||
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001 | 978-3-030-13621-5 | ||
003 | DE-He213 | ||
005 | 20220801214507.0 | ||
007 | cr nn 008mamaa | ||
008 | 190411s2019 sz | s |||| 0|eng d | ||
020 |
_a9783030136215 _9978-3-030-13621-5 |
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024 | 7 |
_a10.1007/978-3-030-13621-5 _2doi |
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050 | 4 | _aTH1-9745 | |
072 | 7 |
_aTNK _2bicssc |
|
072 | 7 |
_aTEC005050 _2bisacsh |
|
072 | 7 |
_aTNK _2thema |
|
082 | 0 | 4 |
_a690 _223 |
100 | 1 |
_aSilva, Fernando A.N. _eauthor. _0(orcid)0000-0003-4471-4294 _1https://orcid.org/0000-0003-4471-4294 _4aut _4http://id.loc.gov/vocabulary/relators/aut _938697 |
|
245 | 1 | 0 |
_aDesign of Reinforced Concrete Silo Groups _h[electronic resource] / _cby Fernando A.N. Silva, Bernardo Horowitz, João M.P.Q. Delgado, António C. Azevedo. |
250 | _a1st ed. 2019. | ||
264 | 1 |
_aCham : _bSpringer International Publishing : _bImprint: Springer, _c2019. |
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300 |
_aXI, 84 p. 58 illus., 43 illus. in color. _bonline resource. |
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336 |
_atext _btxt _2rdacontent |
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337 |
_acomputer _bc _2rdamedia |
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338 |
_aonline resource _bcr _2rdacarrier |
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347 |
_atext file _bPDF _2rda |
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490 | 1 |
_aBuilding Pathology and Rehabilitation, _x2194-9840 ; _v10 |
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505 | 0 | _aCharacterization and Brief Literature Review -- Geometry and Loading -- Two-Dimensional Linear Elastic Analyses – Slice Method -- Three-Dimensional Analysis -- Structural Behaviour and Simplified Model Proposition -- Conclusions and Recommendations. | |
520 | _aThis book offers a new calculation procedure of the structural behavior of grouped layout of silos, easy to use and with satisfactory responses. Groups of reinforced concrete silos are structures commonly used in the food industry, where it is usually necessary to separate the storage of different types and sources of grain. The grouped layout of silos has numerous benefits when compared with single-cell silos in which the emphasis is on creating further space for silage, normally referred to as interstice – a space formed between the edges of the group’s cells. This economic benefit, on the other hand, raises a structural problem for the designer of this type of building, which is to assess the magnitude of bending moments and hoop forces due to the structural continuity of the walls in the interstice region of the cells. Bending moments assume extreme values exactly when the interstice is loaded and the other cells in the group are empty. To develop the formulation of the proposed analysis models, a parametric study was carried out that allowed the adequate consideration of the variables involved. The idea is to help professionals, engineers, industrials and academics involved in this advanced interdisciplinary field as a comprehensive guide for courses offered at different levels of learning (undergraduate and postgraduate). | ||
650 | 0 |
_aBuildings—Design and construction. _932147 |
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650 | 0 |
_aBuilding materials. _931878 |
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650 | 0 |
_aMechanics, Applied. _93253 |
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650 | 0 |
_aSolids. _93750 |
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650 | 1 | 4 |
_aBuilding Construction and Design. _932148 |
650 | 2 | 4 |
_aStructural Materials. _931883 |
650 | 2 | 4 |
_aSolid Mechanics. _931612 |
700 | 1 |
_aHorowitz, Bernardo. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut _938698 |
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700 | 1 |
_aDelgado, João M.P.Q. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut _938699 |
|
700 | 1 |
_aAzevedo, António C. _eauthor. _0(orcid)0000-0003-4530-9880 _1https://orcid.org/0000-0003-4530-9880 _4aut _4http://id.loc.gov/vocabulary/relators/aut _938700 |
|
710 | 2 |
_aSpringerLink (Online service) _938701 |
|
773 | 0 | _tSpringer Nature eBook | |
776 | 0 | 8 |
_iPrinted edition: _z9783030136208 |
776 | 0 | 8 |
_iPrinted edition: _z9783030136222 |
830 | 0 |
_aBuilding Pathology and Rehabilitation, _x2194-9840 ; _v10 _938702 |
|
856 | 4 | 0 | _uhttps://doi.org/10.1007/978-3-030-13621-5 |
912 | _aZDB-2-ENG | ||
912 | _aZDB-2-SXE | ||
942 | _cEBK | ||
999 |
_c76408 _d76408 |