Seismic Behavior of Steel Storage Pallet Racking Systems

This 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...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριος συγγραφέας: Castiglioni, Carlo Andrea (Συγγραφέας)
Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
Γλώσσα:English
Έκδοση: Cham : Springer International Publishing : Imprint: Springer, 2016.
Έκδοση:1st ed. 2016.
Σειρά:Research for Development,
Θέματα:
Διαθέσιμο Online:Full Text via HEAL-Link
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100 1 |a Castiglioni, Carlo Andrea.  |e author. 
245 1 0 |a Seismic Behavior of Steel Storage Pallet Racking Systems  |h [electronic resource] /  |c by Carlo Andrea Castiglioni. 
250 |a 1st ed. 2016. 
264 1 |a Cham :  |b Springer International Publishing :  |b Imprint: Springer,  |c 2016. 
300 |a XLVI, 461 p. 475 illus., 222 illus. in color.  |b online resource. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
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490 1 |a Research for Development,  |x 2198-7300 
505 0 |a Introduction -- Component Tests -- Pallet Sliding -- Pushover Tests -- Pseudodynamic Tests -- Dynamic Full-Scale Tests -- Conclusions. . 
520 |a This 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 |a Engineering. 
650 0 |a Structural mechanics. 
650 0 |a Light construction. 
650 0 |a Steel construction. 
650 0 |a Lightweight construction. 
650 0 |a Sustainable development. 
650 0 |a Structural materials. 
650 0 |a Materials science. 
650 1 4 |a Engineering. 
650 2 4 |a Light Construction, Steel Construction, Timber Construction. 
650 2 4 |a Structural Materials. 
650 2 4 |a Structural Mechanics. 
650 2 4 |a Characterization and Evaluation of Materials. 
650 2 4 |a Sustainable Development. 
710 2 |a SpringerLink (Online service) 
773 0 |t Springer eBooks 
776 0 8 |i Printed edition:  |z 9783319284651 
830 0 |a Research for Development,  |x 2198-7300 
856 4 0 |u http://dx.doi.org/10.1007/978-3-319-28466-8  |z Full Text via HEAL-Link 
912 |a ZDB-2-ENG 
950 |a Engineering (Springer-11647)