000 03535nam a22005655i 4500
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
050 4 _aTA349-359
072 7 _aTGMD
_2bicssc
072 7 _aSCI096000
_2bisacsh
072 7 _aTGMD
_2thema
082 0 4 _a531
_223
100 1 _aBlaauwendraad, Johan.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
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.
300 _aXI, 99 p. 82 illus., 34 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 _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.
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