000 03257nam a22005775i 4500
001 978-3-319-28466-8
003 DE-He213
005 20200420220225.0
007 cr nn 008mamaa
008 160204s2016 gw | s |||| 0|eng d
020 _a9783319284668
_9978-3-319-28466-8
024 7 _a10.1007/978-3-319-28466-8
_2doi
050 4 _aTH1-9745
072 7 _aTNK
_2bicssc
072 7 _aTEC005000
_2bisacsh
082 0 4 _a693
_223
100 1 _aCastiglioni, Carlo Andrea.
_eauthor.
245 1 0 _aSeismic Behavior of Steel Storage Pallet Racking Systems
_h[electronic resource] /
_cby Carlo Andrea Castiglioni.
250 _a1st ed. 2016.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2016.
300 _aXLVI, 461 p. 475 illus., 222 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 _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 "sliding" 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.
650 0 _aEngineering.
650 0 _aStructural mechanics.
650 0 _aLight construction.
650 0 _aSteel construction.
650 0 _aLightweight construction.
650 0 _aSustainable development.
650 0 _aStructural materials.
650 0 _aMaterials science.
650 1 4 _aEngineering.
650 2 4 _aLight Construction, Steel Construction, Timber Construction.
650 2 4 _aStructural Materials.
650 2 4 _aStructural Mechanics.
650 2 4 _aCharacterization and Evaluation of Materials.
650 2 4 _aSustainable Development.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9783319284651
830 0 _aResearch for Development,
_x2198-7300
856 4 0 _uhttp://dx.doi.org/10.1007/978-3-319-28466-8
912 _aZDB-2-ENG
942 _cEBK
999 _c52151
_d52151