Reliability assessment of reinforced concrete columns based on the P–M interaction diagram using AFOSM-Reference-Cited by-同舟云学术

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Reliability assessment of reinforced concrete columns based on the P–M interaction diagram using AFOSM

Published:2015-07 Issue: Volume:55 Page:70-79
ISSN:0167-4730
Container-title:Structural Safety
language:en
Short-container-title:Structural Safety

Author:

Kim Ji Hyeon,Lee Seung Han,Paik Inyeol,Lee Hae Sung

Funder

Ministry of Land, Infrastructure and Transport of Korean government

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Design of concrete structures;Nilson,2010

2. Reliability and model accuracy for high-strength concrete column design;Stewart;J Struct Eng,1999

3. Reliability analysis for eccentrically loaded columns;Szerszen;ACI Struct J,2005

4. Reliability evaluation of RC columns;Hong;J Struct Eng,1999

5. An approach based on theorem of total probability for reliability analysis of RC columns with random eccentricity;Jiang;Struct Saf,2013

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

2. Minimum design bending moment for systems of equivalent stiffness;Structures;2023-11

3. Vectorial surrogate modeling method for multi-objective reliability design;Applied Mathematical Modelling;2022-09

4. Reliability analysis of Industrial plant reinforced concrete columns;ADV CONCR CONSTR;2022

5. A reliability-based approach and code calibration of FRP-Confined rectangular RC columns subjected to concentric loading;Journal of Building Engineering;2021-12

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