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001			85457
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008			160204s2016 gw | s |||| 0|eng d
020			_a9783319284668
040			_aES-MaUEC
050		4	_aTS189.6 _bC378 2016 EB
082	0	4	_a693
100	1		_aCastiglioni, Carlo Andrea _0Local _998427
245	1	0	_aSeismic Behavior of Steel Storage Pallet Racking Systems _cby Carlo Andrea Castiglioni
250			_a1st ed.
260			_aCham _bSpringer International Publishing _c2016
300			_a1 recurso en línea (XLVI, 461 p.) _b475 ilustraciones, 222 ilustraciones en color
336			_aTexto (visual) _btxt _2rdacontent
337			_aelectrónico _bc _2rdamedia
338			_arecurso electrónico _bcr _2rdacarrier
490	1		_aResearch for Development _x2198-7300
505	0		_aIntroduction -- Component Tests -- Pallet Sliding -- Pushover Tests -- Pseudodynamic Tests -- Dynamic Full-Scale Tests -- Conclusions. .
520			_aThis book presents the main outcomes of the first European research project on the seismic behavior of adjustable steel storage pallet racking systems. In particular, it describes a comprehensive and unique set of full-scale tests designed to assess such behavior. The tests performed include cyclic tests of full-scale rack components, namely beam-to-upright connections and column base connections; static and dynamic tests to assess the friction factor between pallets and rack beams; full-scale pushover and pseudodynamic tests of storage racks in down-aisle and cross-aisle directions; and full-scale dynamic tests on two-bay, three-level rack models. The implications of the findings of this extensive testing regime on the seismic behavior of racking systems are discussed in detail, highlighting e.g. the confirmation that under severe dynamic conditions zslidingy is the main factor influencing rack response. This work was conceived during the development of the SEISRACKS project. Its outcomes will contribute significantly to increasing our knowledge of the structural behavior of racks under earthquake conditions and should inform future rack design.
710	2		_aSpringerLink (Online service) _0Local _9106996
942			_2lcc _cLE
988	0	0	_aEBOOK, EBSPRINGER
650	0	7	_aAnálisis estructural (Ingeniería) _0LocalX _2embne _9150495
650	0	7	_aEstructuras ligeras _0LocalX _2embne _9162672
650	0	7	_aIngeniería _vCongresos y asambleas _0LocalX _2embne _9670301
830		0	_aResearch for Development _x2198-7300 _9134226 _0Local
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://link.springer.com/book/10.1007/978-3-319-28466-8 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
901			_ai9783319284668
907			_a.b12947350 _b10-10-17 _c21-11-16
998			_am _a_alco _a_vill _b - - _cm _dz _e- _feng _ggw _h0
945			_aTS189.6 C378 2016 EB _g1 _ieBOOK _j0 _lmae _o- _pEUR0.00 _q- _r- _sb _t15 _u0 _v0 _w0 _x0 _y.i11590944 _z06-04-17
999			_c85457 _d85457 _x1