000 | 03535nam a22005655i 4500 | ||
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001 | 978-3-319-76678-2 | ||
003 | DE-He213 | ||
005 | 20210201191449.0 | ||
007 | cr nn 008mamaa | ||
008 | 180626s2018 gw | s |||| 0|eng d | ||
020 |
_a9783319766782 _9978-3-319-76678-2 |
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050 | 4 | _aTA349-359 | |
072 | 7 |
_aTGMD _2bicssc |
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072 | 7 |
_aSCI096000 _2bisacsh |
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072 | 7 |
_aTGMD _2thema |
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082 | 0 | 4 |
_a531 _223 |
100 | 1 |
_aBlaauwendraad, Johan. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut |
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245 | 1 | 0 |
_aStringer-Panel Models in Structural Concrete _h[electronic resource] : _bApplied to D-region Design / _cby Johan Blaauwendraad. |
250 | _a1st ed. 2018. | ||
264 | 1 |
_aCham : _bSpringer International Publishing : _bImprint: Springer, _c2018. |
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300 |
_aXI, 99 p. 82 illus., 34 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 |
_aSpringerBriefs in Applied Sciences and Technology, _x2191-530X |
|
500 | _aAcceso multiusuario | ||
505 | 0 | _a1. Introduction -- 2. Dapped beam.-3. Beam with recess -- 4. Frame joints and corbels -- 5. Opening in box web -- 6. Console with opening -- 7. Deep beam with opening -- 8. Wall with large opening -- 9. Integral Bridge -- 10. Diaphragm floor slab -- Appendix 1 Linear-elastic analysis using the program SPM.py -- Appendix 2 Linear-elastic analysis using Matlab code and SAP2000. | |
520 | _aStructural concrete designers nowadays distinguish between B-regions (named after Bernoulli beam theory) and D-regions (D standing for 'disturbed'). They are all familiar with B-regions, but less acquainted with the expertise required for D-regions. To design D-regions, the Strut-and-Tie Model (STM) is usually applied, a model laid down worldwide in structural codes of practice. The Stringer-Panel Model (SPM) recommended here is a companion method to the STM, with the advantage of being suitable for different load cases and reversed loading. This being so, the SPM is suitable for linear-elastic analyses where durability is a key consideration, but also suits structural design for contexts of cyclical seismic activity. Finally, this book sets out how structural engineers who prefer the STM can nevertheless apply the SPM to determine a proper strut-and-tie model. | ||
541 |
_fUABC ; _cTemporal ; _d01/01/2021-12/31/2023. |
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650 | 0 | _aMechanics. | |
650 | 0 | _aMechanics, Applied. | |
650 | 0 | _aStructural materials. | |
650 | 0 | _aBuilding materials. | |
650 | 1 | 4 |
_aSolid Mechanics. _0https://scigraph.springernature.com/ontologies/product-market-codes/T15010 |
650 | 2 | 4 |
_aStructural Materials. _0https://scigraph.springernature.com/ontologies/product-market-codes/Z11000 |
650 | 2 | 4 |
_aBuilding Materials. _0https://scigraph.springernature.com/ontologies/product-market-codes/T23047 |
710 | 2 | _aSpringerLink (Online service) | |
773 | 0 | _tSpringer Nature eBook | |
776 | 0 | 8 |
_iPrinted edition: _z9783319766775 |
776 | 0 | 8 |
_iPrinted edition: _z9783319766799 |
830 | 0 |
_aSpringerBriefs in Applied Sciences and Technology, _x2191-530X |
|
856 | 4 | 0 |
_zLibro electrónico _uhttp://148.231.10.114:2048/login?url=https://doi.org/10.1007/978-3-319-76678-2 |
912 | _aZDB-2-ENG | ||
912 | _aZDB-2-SXE | ||
942 | _cLIBRO_ELEC | ||
999 |
_c243778 _d243777 |