Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Salvador Monleón"'
Publikováno v:
Journal of the International Association for Shell and Spatial Structures. 62:282-293
The large-span ice shell is a novel building style with the aid of inflatable formwork and water-spraying method. Ice material has strong temperature sensitivity, and the ice shell experiences complicated environmental conditions during the operation
Autor:
Manuel Sánchez-Solís, Fernando Ibáñez, Altea Cámara, Juan Antonio García, Salvador Monleón, Carlos Lázaro, Antonio Marco
Publikováno v:
IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures.
The new bridge on the ravine of Quisi is located downstream of the existing Santa Ana bridge dated on the beginning of the XX century (1915). This steel truss structure has recently been refurbished and stands out because of its historical, patrimoni
Publikováno v:
Hormigón y Acero. 70:7-24
espanolEn este articulo se desarrolla una formulacion elastico-lineal exacta para el analisis de vigas curvas de directriz plana. El proposito es identico al de un articulo que Javier Manterola publico en 1976: profundizar en el comportamiento de las
Publikováno v:
Bessini, J, Shepherd, P, Monleon, S & Lazaro, C 2020, ' Design of bending-active tied arches by using a multi-objective optimization method ', Structures, vol. 27, pp. 2319-2328 . https://doi.org/10.1016/j.istruc.2020.07.045
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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[EN] The design of bending-active structures is a challenging problem, due to the high non-linearity of the activation process, the coupling between member sizing, structural shape and the deformability and buckling sensitivity inherent in the result
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c3e269b9f759653fdba3dbf607c068e1
https://doi.org/10.1016/j.istruc.2020.07.045
https://doi.org/10.1016/j.istruc.2020.07.045
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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[EN] This article reviews the different aspects involved in computational form finding of bending-active structures based on the dynamic relaxation technique. Dynamic relaxation has been applied to form-finding problems of bending-active structures i
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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instname
[EN] Active bending is recently attracting considerable attention as a new paradigm to build lightweight structures both in research and practice. While there are many references dealing with form-finding methods for bending-active structures, the li
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0bd2cb3b14517987c933cdd686bea2b4
https://hdl.handle.net/10251/155963
https://hdl.handle.net/10251/155963
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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[EN] Hyperloop is an avant-garde idea for high-speed transportation of passengers and freight in a \emph{pod} or capsule-like vehicle travelling through an hermetically sealed tube with reduced internal pressure. Its maximum envisaged speed is around
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] In the field of bending-active structures, the complexity of finding beforehand the equilibrium configuration and the non-linearity of the structural response are main issues during the conceptual phase. The use of tools based on classical form-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7e32b00040831222ee610f9f4f07d1af
https://doi.org/10.1016/j.engstruct.2017.09.045
https://doi.org/10.1016/j.engstruct.2017.09.045
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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[EN] In this paper, the geometry of single-walled carbon nanotubes without any external loading is analyzed via an energy procedure. The nanotube is assumed to be inscribed into a perfect cylinder of unknown diameter, which is estimated by minimizing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8d704959e65443722c3f3beb88bd1a93
http://hdl.handle.net/10251/108048
http://hdl.handle.net/10251/108048
Publikováno v:
Engineering Structures. 171:1034