Seismic behavior of steel storage pa...
Castiglioni, Carlo Andrea.

 

  • Seismic behavior of steel storage pallet racking systems[electronic resource] /
  • 紀錄類型: 書目-語言資料,印刷品 : Monograph/item
    杜威分類號: 658.785
    書名/作者: Seismic behavior of steel storage pallet racking systems/ by Carlo Andrea Castiglioni.
    作者: Castiglioni, Carlo Andrea.
    出版者: Cham : : Springer International Publishing :, 2016.
    面頁冊數: xlvi, 461 p. : : ill., digital ;; 24 cm.
    Contained By: Springer eBooks
    標題: Storage racks - Design and construction.
    標題: Storage racks - Standards.
    標題: Pallets (Shipping, storage, etc.) - Standards.
    標題: Building, Iron and steel - Standards.
    標題: Warehouses.
    標題: Structural design - Standards.
    標題: Engineering.
    標題: Light Construction, Steel Construction, Timber Construction.
    標題: Structural Materials.
    標題: Structural Mechanics.
    標題: Characterization and Evaluation of Materials.
    標題: Sustainable Development.
    ISBN: 9783319284668
    ISBN: 9783319284651
    內容註: Introduction -- Component Tests -- Pallet Sliding -- Pushover Tests -- Pseudodynamic Tests -- Dynamic Full-Scale Tests -- Conclusions.
    摘要、提要註: 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.
    電子資源: http://dx.doi.org/10.1007/978-3-319-28466-8
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