Zobrazeno 1 - 10
of 126
pro vyhledávání: '"Andreas J. Kappos"'
Autor:
Georgia E. Thermou, Andreas J. Kappos
Publikováno v:
Buildings, Vol 12, Iss 1, p 55 (2022)
The paper presents the background to the expressions adopted in the new Eurocode 8—3 for jacketed reinforced concrete columns. These are based on the commonly adopted concept of monolithicity factors (ratios of resistance of the jacketed section to
Externí odkaz:
https://doaj.org/article/2d9963e49f364ec99ae5ae029b88bbeb
Autor:
Ioannis G. Mikes, Andreas J. Kappos
Publikováno v:
Earthquake Engineering & Structural Dynamics. 52:111-127
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44ca628fce2152bf64f2931329d120dc
https://doi.org/10.1002/eqe.3751
https://doi.org/10.1002/eqe.3751
Older existing reinforced concrete (RC) frame structures often contain shear-dominated vertical structural elements, which can experience loss of axial load-bearing capacity after a shear failure, hence initiating progressive collapse. An experimenta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4a0009cac39c869847c02110f2adcf10
https://openaccess.city.ac.uk/id/eprint/26937/1/Zimos_et_al_Author_Version.pdf
https://openaccess.city.ac.uk/id/eprint/26937/1/Zimos_et_al_Author_Version.pdf
The governing equations of motion for bridges with rocking piers of unequal height and unequal span lengths are derived accounting for the effect of end joint gaps and the abutment-backfill system. The attenuation of the rocking motion stems from the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::782d03cea19be510b49d556fddb2e2b0
https://openaccess.city.ac.uk/id/eprint/27069/1/OA_Thomaidis_etal_rocking_asymmetric.pdf
https://openaccess.city.ac.uk/id/eprint/27069/1/OA_Thomaidis_etal_rocking_asymmetric.pdf
Autor:
Andreas J. Kappos, Ioannis Mikes
Publikováno v:
Springer Proceedings in Earth and Environmental Sciences ISBN: 9783031151033
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af8b739fb897c69c35173d8fb00e514c
https://doi.org/10.1007/978-3-031-15104-0_20
https://doi.org/10.1007/978-3-031-15104-0_20
Publikováno v:
Bulletin of Earthquake Engineering. 18:399-422
A key aspect of the seismic performance of bridges is the energy dissipation mechanism. The most usual mechanisms are the formation of plastic hinges in the piers, seismic isolation, and the addition of supplemental damping devices (such as hydraulic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13bb5573e553d0eacff4b2b25c856de9
https://doi.org/10.1007/s10518-019-00733-x
https://doi.org/10.1007/s10518-019-00733-x
Publikováno v:
Earthquake Engineering & Structural Dynamics. 48:1112-1133
A methodology for the development of design tools for direct estimation of peak inelastic response in reduced-degree-of-freedom (RDOF) isolation and energy dissipation systems is presented. The suggested procedure is an extension of an earlier method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b1f4758e2b57cc76176cb49847a71fc8
https://doi.org/10.1002/eqe.3169
https://doi.org/10.1002/eqe.3169
Autor:
Ioannis G. Mikes, Andreas J. Kappos
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f314b0d1f35b576e7ba56cc93bfea3f
https://doi.org/10.7712/120121.8864.19520
https://doi.org/10.7712/120121.8864.19520
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd4c7c0d9094bfce8daa586d0a9b313b
https://doi.org/10.7712/120121.8752.19544
https://doi.org/10.7712/120121.8752.19544
Publikováno v:
Earthquake Engineering & Structural Dynamics. 47:1722-1741
Reinforced concrete (R/C) frame buildings designed according to older seismic codes represent a large part of the existing building stock worldwide. Their structural elements are often vulnerable to shear or flexure-shear failure, which can eventuall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::29e12b460c9c106f5b4c6f14dd5a73ff
https://doi.org/10.1002/eqe.3037
https://doi.org/10.1002/eqe.3037