| 000 | 03194nam a22004095i 4500 | ||
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| 999 |
_c110405 _d110405 _x1 |
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| 001 | 110405 | ||
| 003 | ES-MaUEC | ||
| 005 | 20230102113418.0 | ||
| 006 | a||||fo|||| 00| 0 | ||
| 007 | cr nn nnnaamaa | ||
| 008 | 190411s2019 gw a o |||| 0|eng d | ||
| 020 | _a9783030136215 | ||
| 024 | 7 |
_a10.1007/978-3-030-13621-5 _2doi |
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| 040 |
_bspa _dES-MaUEC _cES-MaUEC |
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| 050 | 4 |
_aTH4935 _b2019 EB |
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| 245 | 0 | 0 |
_aDesign of Reinforced Concrete Silo Groups _cFernando A. N. Silva [y otros tres] |
| 264 | 1 |
_aCham _bSpringer International Publishing : _bImprint: Springer _c2019 |
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| 300 |
_a1 recurso en línea (XI, 84 páginas) _b58 ilustraciones |
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| 336 |
_2rdacontent _aTexto _btxt |
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| 337 |
_2rdamedia _aelectrónico _bc |
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| 338 |
_2rdacarrier _arecurso electrónico _bcr |
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| 347 |
_atext file _bPDF |
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| 490 | 0 |
_aBuilding Pathology and Rehabilitation _x2194-9832 _v10 |
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| 490 | 0 | _aEngineering (Springer-11647) | |
| 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 | 3 | _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 | 7 |
_2embne _9138204 _aConstrucciones agrícolas |
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| 650 | 7 |
_2embne _aConstrucciones de hormigón armado _9444504 |
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| 700 | 1 |
_aSilva, Fernando A. N. _eautor _9670034 |
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| 710 | 2 |
_aSpringerLink (Online service) _9106996 |
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| 776 | 0 | 8 |
_iPrinted edition: _z9783030136208 |
| 776 | 0 | 8 |
_iPrinted edition: _z9783030136222 |
| 856 | 4 | 0 |
_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-030-13621-5 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid) |
| 942 |
_2lcc _cLE |
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| 988 | _aPrimersemestre_2019_Engineering | ||
| 998 |
_aSI _cm _dz _feng _ggw _h0 _b07/2019 _eel _zSI |
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