Results 1 to 10 of about 34 (26)
Large deformations in barrel vaults: from anti-funicular to funicular vaults
Revista Ingeniería de Construcción, 2021 In the Aran Valley there is a group of Romanesque churches built between the 11th and 13th centuries characterised by their large deformations, in some cases exceeding 7% of their original condition.
Josep Lluis i Ginovart +3 more
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Design method for curved stayed cable bridges deck directrices for different cable systems
Curved and Layered Structures, 2021 In the specific case of curved cable-stayed bridges, the horizontal component of the load introduced by the stay cables on the deck is variable, concentric and dependent on the connection configuration between the tower and the cables, becoming a ...
Bardín Darío Galante +1 more
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Neurobiology of Disease, 2014 In the injured central nervous system (CNS), transforming growth factor (TGF)-β1/2-induced scarring and wound cavitation impede axon regeneration implying that a combination of both scar suppression and axogenic treatments is required to achieve ...
Zubair Ahmed +7 more
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Distúrbios neurológicos nos estados carenciais aquílicos
Arquivos de Neuro-Psiquiatria, 1952 Apesar da extensa literatura sôbre o componente neurológico dos estados carenciais aquílicos, particularmente da moléstia de Addison-Biermer, ainda subsistem incertezas, mormente quanto à etiopatogenia, o que se reflete na precariedade dos resultados ...
Horacio M. Canelas
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Obtenção de formas de casca anti-funiculares para sistemas de força predefinidos
, 2017 O trabalho desenvolvido nesta dissertação tem como objetivo a obtenção de formas de casca anti-funiculares com sistemas de força predefinidos. Um dos métodos de obtenção de forma utilizado corresponde à integração do campo gradiente da superfície, que é definido a partir de esforços de membrana obtidos num modelo plano de parede e de um campo de ...
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Some of the next articles are maybe not open access.
Structures, 2020
Abstract This paper presents an analysis on the effect of the initial form-finding models properties on the shape of shells with free edges, and consequently on the structural behaviour concerning force paths and buckling. The stiffness distribution of these initial models determines the membrane forces that equilibrate the applied loadings and, in ...
Clemente Pinto, João Fonseca
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Abstract This paper presents an analysis on the effect of the initial form-finding models properties on the shape of shells with free edges, and consequently on the structural behaviour concerning force paths and buckling. The stiffness distribution of these initial models determines the membrane forces that equilibrate the applied loadings and, in ...
Clemente Pinto, João Fonseca
openaire +1 more source
2023
This contribution, framed within the theoretical background of limit analysis, aims at assessing the equilibrium of masonry arches and domes. Anti-funicular networks are searched accounting for both the stereotomy of the voussoirs and the mechanical properties of masonry, by assuming a nil tensile strength, a limited compressive strength and a limited ...
Danila Aita, Matteo Bruggi
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This contribution, framed within the theoretical background of limit analysis, aims at assessing the equilibrium of masonry arches and domes. Anti-funicular networks are searched accounting for both the stereotomy of the voussoirs and the mechanical properties of masonry, by assuming a nil tensile strength, a limited compressive strength and a limited ...
Danila Aita, Matteo Bruggi
openaire +1 more source
Funicular Analysis of Ribbed Masonry Vaults: A Case Study
International Journal of Architectural Heritage, 2022Matteo Bruggi, Lógó Benedek A.
exaly
Optimal Design of Funicular Arches Under Equally Spaced Point Loads for Maximum Buckling Load
International Journal of Structural Stability and Dynamics, 2023Yunpeng Zhang, CM Wang
exaly