Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Mauro Poliotti"'
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031325182
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a23a8e6dfa999fe6cbb946720f263967
https://doi.org/10.1007/978-3-031-32519-9_169
https://doi.org/10.1007/978-3-031-32519-9_169
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
A framework for the analysis of three-dimensional reinforced concrete frame structures, capable of reproducing general failure modes, is presented. A force-based model which guarantees the equilibrium between nodal and sectional forces is enhanced by
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c75651e43745502bf77ec5e67b34472
https://hdl.handle.net/2117/347397
https://hdl.handle.net/2117/347397
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Structural Concrete
Universitat Politècnica de Catalunya (UPC)
Structural Concrete
This is the peer reviewed version of the following article: [Tošić, N, Pecić, N, Poliotti, M, Marí, A, Torres, L, Dragaš, J. Extension of the ζ‐method for calculating deflections of two‐way slabs based on linear elastic finite element analy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::91b0934c94a366ef772d2c25cc29e448
https://hdl.handle.net/2117/343282
https://hdl.handle.net/2117/343282
Autor:
Jesús-Miguel Bairán, Mauro Poliotti
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
Typical plastic-damage models for concrete use a constant dilatancy parameter. On problems sensitive to confinement and shear softening, this parameter needs ad hoc calibration to fit experimental observations. This makes the model not objective for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0fac91f74c55f1815fe427f4dba16a1a
https://doi.org/10.1016/j.engstruct.2019.03.086
https://doi.org/10.1016/j.engstruct.2019.03.086
Autor:
Nader Naderpajouh, Sujeeva Setunge, Alexios Lekidis, Sercan Tanriseven, Emmanuel Matsika, Katja Faist, Philipp Sick, Eros Cazzato, Alper Kanak, Natalie Miller, Yupak Satsrisakul, Mauro Poliotti, Mirjam Fehling-Kaschek, Salih Ergun, Stephen Crabbe
Publikováno v:
Proceedings of the 31st European Safety and Reliability Conference (ESREL 2021)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f40d86d2872321f490811a8db75f50e3
Autor:
Jesús-Miguel Bairán, Mauro Poliotti
Publikováno v:
Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
In this paper, an efficient sectional model for the nonlinear analysis of reinforced concrete elements sensible to 3D stress-components effects is presented. The classic plane-sections kinematic hypothesis is enhanced with a warping-distortion displa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f8ba72ed3e31643f262c4e824d34bf54
http://hdl.handle.net/2117/175914
http://hdl.handle.net/2117/175914