Zobrazeno 1 - 10
of 53
pro vyhledávání: '"Tatjana Isaković"'
Publikováno v:
Buildings, Vol 13, Iss 10, p 2519 (2023)
An extensive parametric study of the seismic response of one-storey precast buildings with horizontal cladding panels frequently used in Central Europe was conducted to analyse the panels’ influence on the overall response of buildings and to find
Externí odkaz:
https://doaj.org/article/331f9843a8294931beed65869103d45b
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
Although in Europe, precast concrete buildings had been built for decades, their seismic response was poorly understood, which is reflected in ambiguous code requirements and conservative design approaches. Therefore, this structural system was the m
Externí odkaz:
https://doaj.org/article/f7763ac1c8fa4aeea9aae1e2195f6396
The capabilities of certain standard macro numerical models were tested by simulating the shaking table experiment on a full-scale 10-storey fixed-base building at the largest shaking table in the E-Defense centre in Japan. The lumped plasticity mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d6a03fab98908c988c4e5d994b285d6
https://doi.org/10.21203/rs.3.rs-1696717/v1
https://doi.org/10.21203/rs.3.rs-1696717/v1
Publikováno v:
European Seismic Design Practice ISBN: 9780203756492
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::23d4afd18aa323920a11d5a04f79f50c
https://doi.org/10.1201/9780203756492-17
https://doi.org/10.1201/9780203756492-17
Publikováno v:
Journal of building engineering, vol. 55, 2022.
Experimental tests on, and numerical simulations of, full-scale precast reinforced concrete structures with horizontal cladding panels are presented. First, the experimental tests are discussed. The tests were performed on a shaking table using the t
Publikováno v:
Bulletin of Earthquake Engineering. 17:6359-6368
Autor:
Matej Fischinger, Tatjana Isaković
Publikováno v:
Bulletin of Earthquake Engineering. 17:6369-6389
A comprehensive assessment of a new version of the macroscopic force–displacement based multiple-vertical-line element (SFI-MVLEM-FD), which can be used to simulate non-linear axial–shear–flexure interaction in RC walls, is presented. The eleme
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
Although in Europe, precast concrete buildings had been built for decades, their seismic response was poorly understood, which is reflected in ambiguous code requirements and conservative design approaches. Therefore, this structural system was the m
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Autor:
Bruno Briseghella, Matt S Dietz, Luiza Dihoru, Cihan Cengiz, Christos Vrettos, George Mylonakis, Dimitris K Karamitros, Camillo Nuti, Davide Lavorato, Flavia De Luca, Anastasios Sextos, António Topa Gomes, Gabriele Fiorentino, Tatjana Isaković
Publikováno v:
Fiorentino, G, Cengiz, C, De Luca, F, Mylonakis, G, Karamitros, D K, Dietz, M, Dihoru, L, Lavorato, D, Briseghella, B, Isaković, T, Vrettos, C, Topa Gomes, A, Sextos, A & Nuti, C 2020, ' Integral abutment bridges : Investigation of seismic soil-structure interaction effects by shaking table testing ', Earthquake Engineering and Structural Dynamics . https://doi.org/10.1002/eqe.3409
In recent years there has been renewed interest on integral abutment bridges (IABs), mainly due to their low construction and maintenance cost. Owing to the monolithic connection between deck and abutments, there is strong soil structure interaction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ddb91bcc06294894cbf1d2bf3644c9bb
https://hdl.handle.net/11380/1287434
https://hdl.handle.net/11380/1287434