Safety evaluation of slender high-strength concrete columns under sustained loads-Reference-Cited by-同舟云学术

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Safety evaluation of slender high-strength concrete columns under sustained loads

Published:2003-06 Issue:14 Volume:81 Page:1475-1486
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Diniz Sofia M.C.,Frangopol Dan M.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference31 articles.

1. High-strength concrete columns: state of the art;ACI-ASCE Committee 441;ACI Struct. J.,1997

2. Economic advantages of high-strength concrete in columns;Smith;Concr. Int.,1989

3. Reliability assessment of high-strength concrete columns;Diniz;J. Eng. Mech., ASCE,1998

4. Probabilistic assessment of the strength of tied HSC columns;Diniz,1999

5. Strength and reliability of reinforced concrete columns with sustained loading;Reid,1996

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1. Strength reduction factor based on probabilistic analysis for hybrid reinforced concrete beams;Engineering Structures;2024-06

2. Reliability based assessment of reinforced concrete columns under eccenric loads using refined first-order reliability method;Numerical Methods in Civil Engineering;2024-03-01

3. Deformational behavior of eccentrically loaded slender RC columns subjected to sustained loads;Structures;2024-01

4. Performance-based reliability assessment of RC shear walls using stochastic FE analysis;STRUCT ENG MECH;2021

5. Probabilistic calibration of the strength reduction factor for the design of rectangular short concrete columns reinforced with FRP bars under eccentric axial loading – Update of ACI 440 rules;Journal of Building Engineering;2021-11

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