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Quantifying and Enhancing Robustness in Steel Structures: Part 2--Floor Framing Systems

Author(s):


Medium: journal article
Language(s): English
Published in: Engineering Journal, , n. 4, v. 45
Page(s): 267-286
DOI: 10.62913/engj.v45i4.943
Abstract:

The objective of this two-part manuscript is to provide information that can lead to: (a) better understanding of disproportionate collapse in structural steel framing systems; (b) improved understanding of secondary load paths that form within structural steel framing systems in the event of a localized failure; (c) development of minimum general structural integrity provisions for structural steel framing systems analogous to those present in ACI 318; (d) recommendations for minimum tie forces that can be used as the basis of indirect design methodologies for structural steel framing systems; (e) an understanding of the distribution of tensile forces within typical steel floor framing systems to facilitate compartmentalization damage or collapse; and (f) identification of simple and economical means with which to enhance the robustness in the typical structural steel framing system.

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: 10.62913/engj.v45i4.943.
  • About this
    data sheet
  • Reference-ID
    10782565
  • Published on:
    17/05/2024
  • Last updated on:
    17/05/2024
 
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