TY - GEN
T1 - Applications of Structural Reliability Methods in Deformation and Buckling Analysis of Structures
AU - Chun, Junho
N1 - Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2025.
PY - 2025
Y1 - 2025
N2 - Ensuring the resilience of contemporary society hinges upon achieving adequate reliability levels in structural systems during design and maintenance decisions. These processes are crucial for mitigating the risk of unforeseen failures, thus averting potential catastrophic damage or losses. Consequently, effective strategies for reliability assessment and optimization within the design phase of structures and other engineering systems are paramount. This paper delves into various reliability analysis methods, encompassing simulation-based, approximation, and Metamodel-based approaches, to enhance understanding of structural performance under uncertainties. The research reveals that while approximation methods may face accuracy challenges due to the nonlinearity of limit-state functions, they exhibit notable computational efficiency for designs with relatively small to medium-sized variables. Conversely, the Metamodel method may necessitate multiple design experiments for constructing accurate Kriging models, yet it demonstrates commendable computational efficiency and accuracy in structural reliability assessment. The paper further provides a comparative analysis of accuracy and efficiency through numerical examples of frame structure and grid-shell structure reliability assessment.
AB - Ensuring the resilience of contemporary society hinges upon achieving adequate reliability levels in structural systems during design and maintenance decisions. These processes are crucial for mitigating the risk of unforeseen failures, thus averting potential catastrophic damage or losses. Consequently, effective strategies for reliability assessment and optimization within the design phase of structures and other engineering systems are paramount. This paper delves into various reliability analysis methods, encompassing simulation-based, approximation, and Metamodel-based approaches, to enhance understanding of structural performance under uncertainties. The research reveals that while approximation methods may face accuracy challenges due to the nonlinearity of limit-state functions, they exhibit notable computational efficiency for designs with relatively small to medium-sized variables. Conversely, the Metamodel method may necessitate multiple design experiments for constructing accurate Kriging models, yet it demonstrates commendable computational efficiency and accuracy in structural reliability assessment. The paper further provides a comparative analysis of accuracy and efficiency through numerical examples of frame structure and grid-shell structure reliability assessment.
KW - Kriging model
KW - Metamodeling
KW - Reliability analysis
KW - Simulation method
KW - Structural reliability
UR - http://www.scopus.com/inward/record.url?scp=85210488372&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85210488372&partnerID=8YFLogxK
U2 - 10.1007/978-981-97-5477-9_2
DO - 10.1007/978-981-97-5477-9_2
M3 - Conference contribution
AN - SCOPUS:85210488372
SN - 9789819754762
T3 - Lecture Notes in Civil Engineering
SP - 15
EP - 26
BT - Proceedings of the 4th International Civil Engineering and Architecture Conference - CEAC 2024
A2 - Casini, Marco
PB - Springer Science and Business Media Deutschland GmbH
T2 - 4th International Civil Engineering and Architecture Conference, CEAC 2024
Y2 - 15 March 2024 through 17 March 2024
ER -