Wyszukiwarka
Non-linear FEM analysis of pounding-involved response of buildings under non-uniform earthquake excitation
Abstrakt
The aim of the paper is to show the results of the study investigating the influence of non-uniform earthquake excitation, due to spatial seismic effects connected with the propagation of seismic wave, on the pounding-involved response of two buildings. The three-dimensional non-linear FEM analysis has been conducted using the detailed models of colliding structures. Acceleration records for different structural supports have been generated applying the method of conditional stochastic modelling with the proposed spatiotemporal correlation function. The results of the study show that the non-uniform ground motion excitation may considerably influence the pounding-involved behaviour of buildings. The results also indicate that the applied method of conditional stochastic modelling is effective in generating the ground motion records at different support locations of large buildings.
Cytowania
-
5 2
CrossRef
-
0
Web of Science
-
6 6
Scopus
Autor (1)
Cytuj jako
Pełna treść
pełna treść publikacji nie jest dostępna w portalu
Słowa kluczowe
Informacje szczegółowe
- Kategoria:
- Publikacja w czasopiśmie
- Typ:
- artykuł w czasopiśmie wyróżnionym w JCR
- Opublikowano w:
-
ENGINEERING STRUCTURES
nr 37,
strony 99 - 105,
ISSN: 0141-0296 - Język:
- angielski
- Rok wydania:
- 2012
- Opis bibliograficzny:
- Jankowski R.: Non-linear FEM analysis of pounding-involved response of buildings under non-uniform earthquake excitation// ENGINEERING STRUCTURES. -Vol. 37, (2012), s.99-105
- DOI:
- Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) 10.1016/j.engstruct.2011.12.035
- Weryfikacja:
- Politechnika Gdańska
wyświetlono 116 razy
Publikacje, które mogą cię zainteresować
Determination of Peak Impact Force for Buildings Exposed to Structural Pounding during Earthquakes
- S. M. Khatami,
- H. Naderpour,
- C. R. Barros
- + 2 autorów