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On Adjusting the Load Bearing Capacity of Decisive Members to Reliability Classes of Statically Determinate Complex Structures

Author(s):
Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 1, v. 59
Page(s): 131-142
DOI: 10.2478/ace-2013-0006
Abstract:

The paper provides a solution to the problem of dimensioning decisive bars on the basis of the conditions of meeting the recommended reliability classes [9] of statically determinate structures composed of n members. A theorem was formulated: if a statically determinate structure composed of n decisive members is to attain the reliability greater than, or equal to, the recommended reliability p = 1- q, it is necessary and sufficient that the damage frequency sum qiof decisive members is smaller than the admissible damage frequency q of the structure: Σqi< q. On the basis of this theorem, s coefficients that recommend increase of the load bearing capacity of the decisive bars in a statically determinate structure constructed in order to meet the recommended class [9] of the structure reliability, are estimated and presented in a tabular form.

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: 10.2478/ace-2013-0006.
  • About this
    data sheet
  • Reference-ID
    10476988
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
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