000 04040nam a22005775i 4500
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
024 7 _a10.1007/978-3-030-13621-5
_2doi
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.
300 _aXI, 84 p. 58 illus., 43 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aBuilding Pathology and Rehabilitation,
_x2194-9840 ;
_v10
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
650 0 _aBuilding materials.
_931878
650 0 _aMechanics, Applied.
_93253
650 0 _aSolids.
_93750
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
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