000			02910nam a22004095i 4500
710	2		_aSpringerLink (Online service) _0http://id.loc.gov/authorities/names/no2005046756 _1http://viaf.org/viaf/274647764/ _9106996
999			_c102652 _d102652 _x1
001			102652
003			ES-MaUEC
005			20230102113052.0
006			a||||fo|||| 00| 0
007			cr nn 008mamaa
008			180626s2018 gw | s |||| 0|eng d
020			_a9783319766782
024	7		_a10.1007/978-3-319-76678-2 _2doi
040			_aES-MaUEC _bspa _cES-MaUEC _dES-MaUEC
050		4	_aTA681 _b2019 EB
100	1		_aBlaauwendraad, Johan _eautor _9673073
245	1	0	_aStringer-Panel Models in Structural Concrete : _bApplied to D-region Design _cby Johan Blaauwendraad
264		1	_aCham _bSpringer International Publishing _c2018
300			_a1 recurso en línea (XI, 99 páginas) _bilustraciones
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_atext file _bPDF
490	0		_aSpringerBriefs in Applied Sciences and Technology, _x2191-530X
490	0		_aEngineering (Springer-11647)
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	3		_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.
988			_aEBSPRINGER_2018
650		7	_2embne _aEstructuras de hormigón _9143747
650		7	_2embne _aAnálisis estructural (Ingeniería) _9150495
776	0	8	_iEdición impresa: _z9783319766775
776	0	8	_iEdición impresa: _z9783319766799
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-319-76678-2 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE
998			_b04/2020 _dz _ek _zSI