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95 505 (0,157s)

Result

Updating Partial Factors for Assessment of Historic Reinforced Concrete Bridge

This paper is aimed on the reliability analysis of an existing reinforced concrete girder bridge from 1908. The load bearing capacity is assessed in accordance with valid standards using updated partial factors and the partial

AL - Umění, architektura, kulturní dědictví

  • 2015
  • D
Result

Partial Factor Methods for Existing Concrete Structures (fib bulletin 80)

Basis for a consistent and practically applicable partial factor methodology for the assessment of existing concrete structures.

Civil engineering

  • 2016
  • B
  • Link
Result

Probabilistic Principles of the Partial Factor Method in Eurocodes

New European documents for the design of structures are based on the fundamental knowledge of the probabilistic theory of reliability. It is shown that the sensitivity factors and design values of the method FORM may be applied for the deter...

JN - Stavebnictví

  • 2004
  • Jx
Result

Reliability Basis of Partial Factors for Concrete Structures

assuming the alternative rules for load combinations and partial factors for material partial factors for materials properties proposed in current codes may, in some cases of partial factors taki...

JN - Stavebnictví

  • 2011
  • D
Result

Updating Material Factors for Assessment of Historic Reinforced Concrete Bridge

with valid standards using updated partial factors for structural design. Load bearing of the updated partial factors leads to 15% higher load bearing capacity than the ordinary partial factor me...

AL - Umění, architektura, kulturní dědictví

  • 2016
  • Jx
  • Link
Result

Modifications of Partial Factors in the Assessment of Load Bearing Capacity of Existing Bridges in Accordance with Valid Codes

Partial factors are modified to facilitate assessment of load bearing capacity of existing bridges. Principles of EN and ISO standards are taken into account....

JN - Stavebnictví

  • 2013
  • O
Result

Partial Factors for Loads

The software is intended for calculation of partial safety factors for climatic and permanent actions for the reliability assessment of existing bridges. Gumbel and two-parametric lognormal distributions are compared for climatic lo...

JN - Stavebnictví

  • 2009
  • R
Result

Slope Stability - Reliability of the Material Partial Factors for Granular Masses.

Original scientific paper dealing with Slope Stability - Reliability of the Material Partial Factors for Granular Masses.

JN - Stavebnictví

  • 1998
  • D
Result

Bridge Case Studies on the Assignment of Partial Safety Factors for the Assessment of Existing Structures

within the IABSE Task Group 1.3 “Calibration of Partial Safety Factors partial factor method (APFM), introduced in fib Bulletin 80 and both relying on a partial factor format, are considered in t...

Construction engineering, Municipal and structural engineering

  • 2021
  • D
  • Link
Result

From Partial Factors Method to Probabilistic Concepts in Structural Steel Design.

Original scientific paper dealing with From Partial Factors Method to Probabilistic Concepts in Structural Steel Design.

JM - Inženýrské stavitelství

  • 1999
  • D
  • 1 - 10 out of 95 505