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999			_c110596 _d110596
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005			20230102113429.0
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008			190411s2019 gw a o |||| 0|eng d
020			_a9783662590874
024	7		_a10.1007/978-3-662-59087-4 _2doi
040			_bspa _dES-MaUEC _cES-MaUEC
050		4	_aTA450 _b2019 EB
100	1		_aFörch, Matthias. _eautor _4aut _4http://id.loc.gov/vocabulary/relators/aut
245	1	0	_aAnalysis of Glass Panels Subjected to Blast Load _cby Matthias Förch.
264		1	_aBerlin, Heidelberg _bSpringer Berlin Heidelberg : _bImprint: Springer Vieweg _c2019.
300			_a1 recurso en línea (XXIV, 210 páginas) _b1 ilustraciones
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_atext file _bPDF
490	0		_aEngineering (Springer-11647)
490	0		_aFassadensysteme und Gebäudehüllen _x2661-8931 ; _v1
505	0		_aIntroduction -- Fundamentals of Explosions -- Blast Effects on Buildings -- Analysis of SDOF Systems Subjected to Idealized Blast Load -- Analysis of Monolithic Glass Plates Subjected to Idealized Blast Load -- Glass Strength for Impact and Blast Load -- Blast Pressure Capacity of Glass Plates -- Laminated Glass Subjected to Blast Load -- Summary and Conclusions.
520	3		_aThe present doctoral dissertation contributes to the analysis of glass panels subjected to blast load, concentrating on monolithic and laminated glass prior to glass fracture. A straightforward graphical solution for monolithic glass is presented to identify maximum deformation and maximum principal stress for small and large deformations for static and idealized blast load without software. On the basis of experimental tests, load duration factors kmod for impact and blast load design for annealed glass, heat strengthened glass and fully tempered glass are proposed and design strength values for impact and blast design based on the European and German standards are suggested. As a result, blast pressure capacity charts for monolithic fully tempered glass plates subjected to idealized blast load are presented. Moreover, design temperatures of interlayer in blast design situation based on empirical data in accordance with Eurocode are determined for vertical double glazed and triple glazed units for Germany, showing that laminated glass should not be regarded with monolithic glass approach in general. Matthias Förch studied structural engineering at the University of Applied Sciences in Biberach. After several years of practical experience as structural engineer within the Permasteelisa Group and Nordex, he joined the working group for Façade Systems and Building Envelopes of HafenCity University Hamburg as research associate from 2012 to 2018. Here, his research focus was on bomb blast protection of windows and facades and structural glass design.
650		7	_2embne _aConstrucción en cristal _9665427
776	0	8	_iPrinted edition: _z9783662590867
776	0	8	_iPrinted edition: _z9783662590881
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-662-59087-4 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE
988			_aPrimersemestre_2019_Engineering
998			_aSI _cm _dz _feng _ggw _h0 _b08/2019 _ea _zSI