Publications associées à Arc (architecture)

Short-term behavior of glass fiber-polymer composite bending-active elastica beam under service load application

Thomas Keller, Tara Habibi, Landolf-Giosef-Anastasios Rhode-Barbarigos

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 ...

2024

Re: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 Estructura2022

Conceptual design of 1000 m scale steel-UHPFRC composite truss arch bridge

Xiujiang Shen, Ping Zhu

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 LTD2021

The ancient Chinese opera spiral wooden domes

Corentin Jean Dominique Fivet, Jingxian Ye

The zaojing is an ancient architectural element that is widely found in various public buildings, such as temples, pagodas, palaces, and theatres. It is a richly decorated sunken ‘dome’ with a round top and a square bottom set into the ceiling and assemble ...

2019

Influence of load history on the force-displacement response of in-plane loaded unreinforced masonry walls

Katrin Beyer, Bastian Valentin Wilding, Kiarash Mohtasham Dolatshahi

Empirical drift capacity models for in-plane loaded unreinforced masonry (URM) walls are derived from results of quasi-static cyclic shear-compression tests. The experimentally determined drift capacities are, however, dependent on the applied demand, i.e. ...

2017

Graphical methods for the design of Catalan vaults: the case of Luis Moya Blanco’s Nuestra Señora de la Araucana in Madrid

Corentin Jean Dominique Fivet

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)2016

Pure geometrical consideration for bridge design in the early 20th century

Corentin Jean Dominique Fivet

By reviewing some of the reinforced-concrete structures built in the early 20th century, this paper questions the geometrical aspects surrounding their design. It is well established that in the case of Robert Maillart’s designs, he relied on the logic of ...

Construction History Society of America2015

Strength of arch-shaped members in bending and shear

Aurelio Muttoni, Miguel Fernández Ruiz, Stefano Campana

Arch-shaped members are widely used for construction of tunnels, bridges, silos and shells. These members are not typically provided with transverse reinforcement and may thus have a brittle behaviour at failure. When subjected to bending or shear, traditi ...

4th fib Congress, Mumbai2014

Chattez avec Graph Search

Posez n’importe quelle question sur les cours, conférences, exercices, recherches, actualités, etc. de l’EPFL ou essayez les exemples de questions ci-dessous.

AVERTISSEMENT : Le chatbot Graph n'est pas programmé pour fournir des réponses explicites ou catégoriques à vos questions. Il transforme plutôt vos questions en demandes API qui sont distribuées aux différents services informatiques officiellement administrés par l'EPFL. Son but est uniquement de collecter et de recommander des références pertinentes à des contenus que vous pouvez explorer pour vous aider à répondre à vos questions.

Arc (architecture)

Short-term behavior of glass fiber-polymer composite bending-active elastica beam under service load application

Re:Crete - A Footbridge made of Reused Concrete Blocks

Conceptual design of 1000 m scale steel-UHPFRC composite truss arch bridge

The ancient Chinese opera spiral wooden domes

Energy and Cost Assessment of Adaptive Structures: Case Studies

Influence of load history on the force-displacement response of in-plane loaded unreinforced masonry walls

Graphical methods for the design of Catalan vaults: the case of Luis Moya Blanco’s Nuestra Señora de la Araucana in Madrid

Pure geometrical consideration for bridge design in the early 20th century

Strength of arch-shaped members in bending and shear

Performance limits of brick masonry spandrels

Graph Chatbot

Chattez avec Graph Search

Short-term behavior of glass fiber-polymer composite bending-active elastica beam under service load application

Re:Crete - A Footbridge made of Reused Concrete Blocks

Conceptual design of 1000 m scale steel-UHPFRC composite truss arch bridge

Energy and Cost Assessment of Adaptive Structures: Case Studies

Influence of load history on the force-displacement response of in-plane loaded unreinforced masonry walls

Graphical methods for the design of Catalan vaults: the case of Luis Moya Blanco’s Nuestra Señora de la Araucana in Madrid

Pure geometrical consideration for bridge design in the early 20th century

Strength of arch-shaped members in bending and shear

Performance limits of brick masonry spandrels

The ancient Chinese opera spiral wooden domes