Výsledky vyhledávání - "M. Mommessin"

Behavior of a structurally dissipating rock-shed: experimental analysis and study of punching effects

Autor: P. Perrotin, J.P. Mougin, M. Mommessin, F. Delhomme

Publikováno v: International Journal of Solids and Structures
International Journal of Solids and Structures, Elsevier, 2005, 42 (14), pp.4204-4219. ⟨10.1016/j.ijsolstr.2004.12.008⟩
International Journal of Solids and Structures, Elsevier, 2005, 42, issue 14, pp 4204-4219

This article is about protective structures against rock fall. We present a new concept of rock-shed protection: it consists of a reinforced concrete slab (not protected by any ground embankment) supported by specific supports designed to dissipate t

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f230a9cad6c44bb192238220247aac22
https://doi.org/10.1016/j.ijsolstr.2004.12.008

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Integrating Concurrent Engineering Concepts in a Steelwork Construction Project

Autor: Anne-Françoise Cutting-Decelle, M. Mommessin, B. Prasad, J Dufau, Chimay J. Anumba, Dino Bouchlaghem, Andrew N. Baldwin

Publikováno v: Scopus-Elsevier

The aim of this paper is to present a methodology for integrating Concurrent Engineering (CE) concepts in a steelwork con struction project. Differences between construction sector and manufacturing sector are first reviewed through the description o

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5aec74400639d1f3ccbcf4d6b752f342
https://doi.org/10.1177/1063293x0000800304

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Measurement of the characteristics of a rapid dry granular flow

Autor: Y. Ma, P. Perrotin, M. Mommessin, J. Mazars, Masami Nakagawa, Stefan Luding

Publikováno v: AIP Conference Proceedings.

This study investigated granular flows in an inclined channel. The aim was to analyze the characteristics of flow and their impact loads on a slightly sloping structure such as a snow shed. The physical properties were measured. The height of the flo

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::88e0ec876b8ea2aa92282d6f9c689d7a
https://doi.org/10.1063/1.3179992

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Simulation of a block impacting a reinforced concrete slab with a finite element model and a mass-spring system

Autor: J.P. Mougin, M. Mommessin, F. Delhomme, Pascal Perrotin

Publikováno v: Engineering Structures
Engineering Structures, Elsevier, 2007, 29 (11), pp.2844-2852. ⟨10.1016/j.engstruct.2007.01.017⟩

Rock falls can cause a lot of damage to infrastructure built along steep slopes. Recently, a 1/3 scale model of a new type of protection gallery, referred to as Structurally Dissipating Rock Shed, has been tested. The aim of this paper is to reanalyz

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1e355525ba38b372ef7e00f1b0cfd29a
https://hal.archives-ouvertes.fr/hal-01833850

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Methodology for Integrating Concurrent Engineering Concepts in a Steelwork Construction Project

Autor: C J Anumba, A N Baldwin, D Bouchlaghem, B Prasad, A F Cutting-Decelle, Pr J Dufau, M Mommessin

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::5632b9aa745b8adfc5ac60e988fc23e6

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Analyse de la stabilité des murs de soutènement par le calcul à la rupture

Autor: R Negre, M Mommessin

Publikováno v: Revue Française de Géotechnique. :45-53

Dans cet article, une methode rigoureuse d'analyse de la stabilite des murs poids de soutenement est presentee.Dans une premiere partie, nous rappelons brievement les principaux resultats du calcul a la rupture. Cette theorie, developpee sous la seul

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::53b44c7d0f8659dd24a0aeac222c4d57
https://doi.org/10.1051/geotech/1983025045

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Some theoretical approaches about reinforced embankments on weak soil

Autor: M. Mommessin, I. Galera, J. Monnet

Publikováno v: Computers and Geotechnics. 7:37-52

This paper has two aims: 1. - First, to show that the finite element method takes into account the major differences between the behaviour of the embankments reinforced with geotextile, and the non-reinforced ones; furthermore, this method quantifies

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b6638675b81fc8d26be6799c26e0ff74
https://doi.org/10.1016/0266-352x(89)90005-0

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