Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Kosmas E. Bantilas"'
Autor:
Ioannis Karampinis, Kosmas E. Bantilas, Ioannis E. Kavvadias, Lazaros Iliadis, Anaxagoras Elenas
Publikováno v:
Mathematics, Vol 12, Iss 14, p 2280 (2024)
This study emphasizes the explainability of machine learning (ML) models in predicting the seismic response of rigid rocking structures, specifically using the LightGBM algorithm. By employing SHapley Additive exPlanations (SHAP), partial dependence
Externí odkaz:
https://doaj.org/article/0a86c26a46b3484b912940a953202684
Autor:
Ioannis Karampinis, Kosmas E. Bantilas, Ioannis E. Kavvadias, Lazaros Iliadis, Anaxagoras Elenas
Publikováno v:
Applied Sciences, Vol 14, Iss 1, p 341 (2023)
A variety of structural members and non-structural components, including bridge piers, museum artifacts, furniture, or electrical and mechanical equipment, can uplift and rock under ground motion excitations. Given the inherently non-linear nature of
Externí odkaz:
https://doaj.org/article/03842c1e5ba7400fa051a582bb64bcd8
Autor:
Fani I. Gkountakou, Kosmas E. Bantilas, Ioannis E. Kavvadias, Anaxagoras Elenas, Basil K. Papadopoulos
Publikováno v:
Applied Sciences, Vol 13, Iss 17, p 9602 (2023)
The assessment of rocking response is a challenging task due to its high nonlinearity. The present study investigates two methodologies to evaluate finite rocking rotations and overturn of three typical rocking systems. In particular, fuzzy linear re
Externí odkaz:
https://doaj.org/article/5daad4fcbfea4524a8ae5092ab62ae08
Autor:
Kosmas E. Bantilas, Maria C. Naoum, Ioannis E. Kavvadias, Chris G. Karayannis, Anaxagoras Elenas
Publikováno v:
Infrastructures, Vol 8, Iss 8, p 122 (2023)
During intense ground motion excitations, the pounding between adjacent buildings may result in extensive structural damage. Despite the provision of regulations regarding the minimum separation gap required to prevent structural collisions, the majo
Externí odkaz:
https://doaj.org/article/63077052898043cbb5790d812748aa42
Publikováno v:
Applied Sciences, Vol 13, Iss 3, p 1634 (2023)
Structures that can uplift and rock under severe seismic excitations present remarkable stability without exhibiting damage. As such, rocking-response-based structural systems constitute a promising design practice. Due to the high nonlinearity of th
Externí odkaz:
https://doaj.org/article/163dc1b76ecc4348bd4420b2663f3e33
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:3441-3459
Publikováno v:
Bulletin of Earthquake Engineering. 19:1249-1270
In the present study the seismic response of elastic single degree of freedom oscillators placed on the top of a rocking storey is examined. A storey comprised of columns that may uplift under ground motion excitations can be regarded as an innovativ
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:1315-1333
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).