000 03616nam a22006255i 4500
001 978-3-319-28466-8
003 DE-He213
005 20220801221639.0
007 cr nn 008mamaa
008 160204s2016 sz | 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
072 7 _aTNK
_2thema
082 0 4 _a693
_223
100 1 _aCastiglioni, Carlo Andrea.
_eauthor.
_0(orcid)3991466224
_1https://orcid.org/3991466224
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_957207
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., 253 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,
_x2198-7319
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 _aLight construction.
_934949
650 0 _aSteel construction.
_934950
650 0 _aLightweight construction.
_99647
650 0 _aBuilding materials.
_931878
650 0 _aMechanics, Applied.
_93253
650 0 _aSolids.
_93750
650 0 _aMaterials—Analysis.
_957208
650 0 _aSustainability.
_99200
650 1 4 _aLight-weight Construction, Steel and Timber Construction.
_934951
650 2 4 _aStructural Materials.
_931883
650 2 4 _aSolid Mechanics.
_931612
650 2 4 _aCharacterization and Analytical Technique.
_957209
650 2 4 _aSustainability.
_99200
710 2 _aSpringerLink (Online service)
_957210
773 0 _tSpringer Nature eBook
776 0 8 _iPrinted edition:
_z9783319284651
776 0 8 _iPrinted edition:
_z9783319284675
776 0 8 _iPrinted edition:
_z9783319803593
830 0 _aResearch for Development,
_x2198-7319
_957211
856 4 0 _uhttps://doi.org/10.1007/978-3-319-28466-8
912 _aZDB-2-ENG
912 _aZDB-2-SXE
942 _cEBK
999 _c79896
_d79896