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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
Rok uplatnění
D - Stať ve sborníku
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
Rok uplatnění
D - Stať ve sborníku
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
Rok uplatnění
O - Ostatní výsledky
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
Rok uplatnění
Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
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
Rok uplatnění
D - Stať ve sborníku
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
Rok uplatnění
Jx - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
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
Rok uplatnění
D - Stať ve sborníku
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
Rok uplatnění
O - Ostatní výsledky
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
Rok uplatnění
D - Stať ve sborníku
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
Rok uplatnění
D - Stať ve sborníku
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