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6 438 (0,105s)

Result

Probabilistic reliability analysis of a slender reinforced concrete column exposed to multicomponent loads effect using SBRA method

Modern supporting reinforced concrete structures, i.e. columns, piers, frame legs, etc., are characteristic by their higher slenderness. Effects of external forces on these structures are significantly dependent on their deformation...

JM - Inženýrské stavitelství

  • 2008
  • D
Result

Analysis of Slender Concrete Columns by a Method Based on Nominal Curvature

The present paper is focused on assessment of slender concrete columns by a method based on nominal curvature. An algorithm for determination of a moment-curvature diagram used for an assessment of concrete columns is given...

JM - Inženýrské stavitelství

  • 2013
  • D
Result

Ananlysis of Slender Concrete Columns by a Method Based on Nominal Curvature

The present paper is focused on assessment of slender concrete columns by a method based on nominal curvature. An algorithm for determination of a moment-curvature diagram used for an assessment of concrete columns is given...

JM - Inženýrské stavitelství

  • 2013
  • O
Result

Analysis of Slender Concrete Columns by a Method Based on Nominal Curvature

The present paper is focused on assessment of slender concrete columns by a method based on nominal curvature. An algorithm for determination of a moment-curvature diagram used for an assessment of concrete columns is given...

JM - Inženýrské stavitelství

  • 2012
  • Jx
Result

Reliability analysis of slender reinforced concrete column using probabilistic SBRA method

Modern supporting reinforced concrete structures, i.e. columns, piers, frame legs, etc., are characteristic by their higher slenderness. Effects of external forces are on these structures are significantly dependent on their deforma...

JM - Inženýrské stavitelství

  • 2008
  • D
Result

Reliability of Slender Columns in Compression

Alternative procedures recommended for the design of reinforced concrete slender columns are analysed on the basis of probabilistic methods of the theory of structural reliability. Special attention is paid to centrically loaded

JN - Stavebnictví

  • 2008
  • Jx
Result

Analysis of Slender Concrete Columns under Fire Conditions by a Method Based on Nominal Curvature

The present paper is focused on assessment of slender concrete columns under fire conditions by a method based on nominal curvature. An algorithm for determination of a moment-curvature diagram used for an assessment of concrete

JN - Stavebnictví

  • 2016
  • D
Result

Analysis of Slender Concrete Columns under Fire Conditions by a Method Based on Nominal Curvature

The present paper is focused on assessment of slender concrete columns under fire conditions by a method based on nominal curvature. An algorithm for determination of a moment-curvature diagram used for an assessment of concrete

JN - Stavebnictví

  • 2016
  • O
Result

Stability of extremely slender stainless steel prestressed stayed columns

The paper deals with extremely slender stainless steel columns reinforced for stability by prestressed cable stays running over one central crossarm. Such columns, with the un-stayed slenderness L/r round about 300...

JM - Inženýrské stavitelství

  • 2015
  • D
Result

Design of Slender Compressed Structures

Slender column with material and stability failure, non-linear analysis of the structure, reliability of compression members, material and load safety factors, global safety factor....

JN - Stavebnictví

  • 2004
  • D
  • 1 - 10 out of 6 438