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Tragverhalten von Stahlkassettenprofilen mit direkt oder indirekt befestigter Außenschale

Author(s):

Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 11, v. 84
Page(s): 875-889
DOI: 10.1002/stab.201510328
Abstract:

Load-bearing behaviour of liner tray walls with directly or indirectly fixed outer façades.

Liner trays are a common thin-walled building component for building envelope. They are used as inner layer of double layer walls with thermal insulation and combined with an outer façade layer. The load-bearing behaviour and capacity of the liner trays strongly depends on the stabilisation of the narrow flanges adjacent to the outer façade layer. Both distance of connections and bending stiffness and shear stiffness of the outer layer are relevant parameters. The paper presents and discusses the principal types of wall constructions using linear trays. The corresponding mechanical models for systems under wind pressure loading are identified. Comparative calculations are done using a Finite-Element-Model. Basic principles for a revised design model are introduced and explained.

Keywords:
FEM failure mode thermal insulation design resistance spring stiffness wall structure case of failure wall design load capacity
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/stab.201510328.
  • About this
    data sheet
  • Reference-ID
    10072557
  • Published on:
    30/11/2015
  • Last updated on:
    30/11/2015
 
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