Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Alexander Kagermanov"'
Autor:
Alexander Kagermanov, Paola Ceresa
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
A three-dimensional fiber-based frame element accounting for multiaxial stress conditions in reinforced concrete structures is presented. The element formulation relies on the classical Timoshenko beam theory combined with sectional fiber discretizat
Externí odkaz:
https://doaj.org/article/2ce0fbbc05c247d79894ff897f7234c2
Autor:
Ivan Markovic, Alexander Kagermanov
Publikováno v:
Structure and Infrastructure Engineering. :1-15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b03baf5c69318a00728b862d9c6c0df
https://doi.org/10.1080/15732479.2022.2045612
https://doi.org/10.1080/15732479.2022.2045612
Autor:
Dario Coronelli, Aurelio Muttoni, Luca Martinelli, Ciro Del Vecchio, Marco Gaetani d'Aragona, Gian Piero Lignola, Andrea Prota, Alexander Kagermanov, Marko Marinković
Publikováno v:
Engineering Structures
As an outcome of a recent European research project, the modelling of the response of flat slab structures for seismic and cyclic loading was the object of a blind competition. No other blind tests are available in the literature on this topic. The t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::86be16281c0fdbf877621cc3433824a5
https://hdl.handle.net/11588/920746
https://hdl.handle.net/11588/920746
Autor:
Robin Gee, Alexander Kagermanov
Publikováno v:
Earthquake Spectra. 35:1541-1558
A new method for the seismic performance assessment of structures subjected to a sequence of earthquakes is presented. The method is based on the cyclic pushover analysis of a multi-degree-of-freedom (MDOF) structure. Instead of relying on a single v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::770f9764d9e382d11d76ced76363c786
https://doi.org/10.1193/010518eqs001m
https://doi.org/10.1193/010518eqs001m
Autor:
Alexander Kagermanov
Publikováno v:
Hormigón y Acero. :75-84
Three application examples are presented of the finite element method to the analysis of shear critical reinforced and prestressed concrete beams, with little or no transverse reinforcement. The constitutive model for cracked concrete is described. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee829e87ebacb2f85db302a943f54c95
https://doi.org/10.1016/j.hya.2018.10.002
https://doi.org/10.1016/j.hya.2018.10.002
Autor:
Alexander Kagermanov
Publikováno v:
Hormigón y Acero. 68:241-249
Resumen En fase de diseno es habitual suponer que los desplazamientos sismicos del terreno son uniformes entre apoyos de la estructura. Sin embargo, este no es necesariamente el caso para grandes estructuras, como viaductos, cuando existen importante
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a977e388edc6d35a08aa4f0e06cfbf8b
https://doi.org/10.1016/j.hya.2017.05.015
https://doi.org/10.1016/j.hya.2017.05.015
Publikováno v:
Bulletin of Earthquake Engineering. 15:5167-5189
The Mw = 7.8 Muisne event of April 16, 2016 occurred on Saturday at 18:58:37 local time off-shore of the west coast of northern Ecuador. Several cities in the province of Manabi were directly affected and a state of emergency was declared in six prov
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::507bc7b41d054c44f80d8ab7b6f80a90
https://doi.org/10.1007/s10518-017-0182-y
https://doi.org/10.1007/s10518-017-0182-y
Autor:
Paola Ceresa, Alexander Kagermanov
Publikováno v:
Structures Conference 2018.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f432ba8a431f5b9399278dc2747b2b2e
https://doi.org/10.1061/9780784481349.013
https://doi.org/10.1061/9780784481349.013
Autor:
Paola Ceresa, Alexander Kagermanov
Publikováno v:
Journal of Structural Engineering. 143
A fiber-section model for nonlinear analysis of shear-critical reinforced concrete frames is developed. The model incorporates a new procedure for the computation of an exact shear strain p...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1eac8cf85796790b9e27453f948a199
https://doi.org/10.1061/(asce)st.1943-541x.0001839
https://doi.org/10.1061/(asce)st.1943-541x.0001839
Autor:
Paola Ceresa, Alexander Kagermanov
Publikováno v:
High Tech Concrete: Where Technology and Engineering Meet ISBN: 9783319594705
A new beam-column fiber element suitable for the analysis of RC members subjected to multi-axial loading conditions is presented. The element kinematics is based on the Timoshenko beam assumption combined with the Saint-Venant theory of torsion. Out-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ebcd7f7974a8b13ab10aab412ed47d4f
https://doi.org/10.1007/978-3-319-59471-2_117
https://doi.org/10.1007/978-3-319-59471-2_117