Concept
Parabolic arch
Publications associées (10)
Short-term behavior of glass fiber-polymer composite bending-active elastica beam under service load application
Thomas Keller, Landolf-Giosef-Anastasios Rhode-Barbarigos, Tara Habibi
Bending-active elastica beam is a structural configuration that is based on the elastic deformation of an initially straight beam. This deformation occurs when horizontal displacements are applied to a sliding support, causing the beam to bend into an arch ...
2024Re:Crete - A Footbridge made of Reused Concrete Blocks
Corentin Jean Dominique Fivet, Maléna Bastien Masse, Célia Marine Küpfer, Jan Friedrich Georg Brütting, Julie Rachel Devènes
Today, concrete is the most widely used construction material worldwide. Strong, versatile, durable, and vector of economic development, this exceptional material is also the principal cause of greenhouse-gas emissions, material depletion and waste generat ...
Asociación Española de Ingeniería Estructura2022Conceptual design of 1000 m scale steel-UHPFRC composite truss arch bridge
Excessive self-weight and difficulty in construction are the main issues confronted by super-long-span arch bridges. To address these issues, a conceptual design of steel-ultra-high performance fibre-reinforced concrete (UHPFRC) composite truss arch bridge ...
ELSEVIER SCI LTD2021How accurate is visual determination of foot strike pattern and pronation assessment
Kamiar Aminian, Frédéric Meyer, Grégoire Millet, Mathieu Pascal Falbriard
Nowadays, choosing adequate running shoes is very difficult, due to the high number of different designs. Nevertheless, shoes have two main characteristics to fit runners' technique and morphology: drop and arch support. Retailers' advices are usually base ...
2018Graphical methods for the design of Catalan vaults: the case of Luis Moya Blanco’s Nuestra Señora de la Araucana in Madrid
Graphic statics has been strongly employed as a method to analyze and design structures. Whereas the former use is well documented in literature, the latter has been rarely discussed. Based on a close investigation of original working-drawings, this paper ...
Balkema (Taylor & Francis Group)2016Analysis and design of an innovative solution for tunnels using elastic-plastic stress fields
Aurelio Muttoni, Stefano Campana
For the conception of cut-and-cover tunnel, two solutions are usually considered to define the cross-section : an arch/vault or a frame. The vault enables an optimal static behavior in case of a large soil cover and symmetric loads. However, this solution ...
Proceeding of the 8th fib-PhD Symposium2010Capacité portante de ponts en arc en maçonnerie de pierre naturelle
Historical masonry arch bridges are an integral part of our cultural heritage and deserve the attention and the efforts required to safeguard their patrimonial value. There is currently a diverse range of methods available to engineers for evaluating the l ...
EPFL2010Advanced examination of historical masonry bridges for future traffic demands
Eugen Brühwiler, Alix Grandjean
The key to extending the service life of a historical masonry bridge is an accurate examination of its actual performance. This paper presents a risk-based safety approach which introduces a risk matrix illustrating the risk presented by a structure as a f ...
Brandenbourg University of Technology Cottbus2009Rostral and caudal pharyngeal arches share a common neural crest ground pattern
In vertebrates, face and throat structures, such as jaw, hyoid and thyroid cartilages develop from a rostrocaudal metameric series of pharyngeal arches, colonized by cranial neural crest cells (NCCs). Colinear Hox gene expression patterns underlie arch spe ...
2009Interaction sol-structure dans le domaine des tranchées couvertes
The present research on cut-and-cover tunnels gives a theoretical contribution to the understanding of the behaviour of these structures up to their ultimate limit state. A simplified method inspired on the convergence-confinement method is investigated an ...
EPFL2007