Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Abdelkrim Bennani"'
Publikováno v:
International Journal of Protective Structures. 13:403-438
The collapse of tubes under axial load is an important subject from the safety point of view, particularly in the design of energy absorbing devices used in many engineering applications. In this study, quasi-static and dynamic experiments were carri
Publikováno v:
International Journal of Civil Engineering. 18:865-881
Over the past century, a considerable amount of research has been conducted to study the brittle behavior of traditional concrete. Currently, fiber reinforcement material appears as an effective way to enhance general concrete performance under diver
Publikováno v:
Journal of Sound and Vibration. 301:789-802
The modelling of impacted structures may have a high numerical cost. For low velocity impact problem, single degree-of-freedom models may be used efficiently. Nevertheless, sometimes, these models are not suitable to describe the dynamic behaviour of
Publikováno v:
CIÊNCIAVITAE
Scopus-Elsevier
Scopus-Elsevier
Punching in slabs is usually associated to the application of concentrated loads or to the presence of columns. One of the main concerns related to flat slabs is its punching shear capacity at slabcolumn connection, which is subjected to a very compl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::18b15d7b7c9547919d7ccf90102c610b
http://hdl.handle.net/10198/15789
http://hdl.handle.net/10198/15789
Publikováno v:
Journal of Sound and Vibration. 265:81-107
The reconstruction of force is considered by means of indirect measurements. This necessitates taking measurements from the impacted structure and then to deconvolve those signals from the impulse response function. More precisely, the purpose of the
Autor:
Véronique Michaud, Jan-Anders E. Månson, Christopher J. G. Plummer, Abdelkrim Bennani, Eric Jacquelin, Christian Fischer, Pierre-Etienne Bourban
Publikováno v:
SPIE Proceedings.
Highly concentrated silica suspensions are well-known for their pronounced shear-thickening behavior beyond a certain shear rate or stress, at which a significant and simultaneous increase of the stiffness and damping properties are observed. In the
Publikováno v:
Composite Structures
Composite Structures, Elsevier, 2006, 74, pp.277-288. ⟨10.1016/j.compstruct.2005.04.012⟩
Composites structures
Composites structures, 2006, 74, pp.277-288. 〈10.1016/j.compstruct.2005.04.012〉
Composite Structures, 2006, 74, pp.277-288. ⟨10.1016/j.compstruct.2005.04.012⟩
Composite Structures, Elsevier, 2006, 74, pp.277-288. ⟨10.1016/j.compstruct.2005.04.012⟩
Composites structures
Composites structures, 2006, 74, pp.277-288. 〈10.1016/j.compstruct.2005.04.012〉
Composite Structures, 2006, 74, pp.277-288. ⟨10.1016/j.compstruct.2005.04.012⟩
The paper presents different finite element modelling approaches, developed with a commercial software, for the analysis of the behaviour of unreinforced and FRP strengthened masonry walls when their are subjected to a predominant shear load. Three m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2cc58792a89c29edac883446c97674b0
https://hal.archives-ouvertes.fr/hal-00089018/document
https://hal.archives-ouvertes.fr/hal-00089018/document
Publikováno v:
European Journal of Environmental and Civil Engineering
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2012, 16 (1), pp. 20-42. ⟨10.1080/19648189.2012.667204⟩
European Journal of Environmental and Civil Engineering, Taylor & Francis, 2012, 16 (1), pp. 20-42. ⟨10.1080/19648189.2012.667204⟩
In this study we developed an experimental method to identify the impact force on a reinforced concrete slab. A transfer function obtained experimentally between the acceleration response and the force history applied to a point of the structure was
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c73d3ca6cce05f11af9183f16e9ccb18
https://infoscience.epfl.ch/record/177931
https://infoscience.epfl.ch/record/177931
Publikováno v:
ResearcherID
Scopus-Elsevier
Eric Jacquelin
Scopus-Elsevier
Eric Jacquelin
This article deals with the reconstruction of an impact force. This requires to take measurements from the impacted structures and then to deconvolve those signals from the impulse response function. More precisely, the purpose of the work described
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::174a3e9ea639ed5aa69c438e8e26b249
http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=ORCID&SrcApp=OrcidOrg&DestLinkType=FullRecord&DestApp=WOS_CPL&KeyUT=WOS:000233343200001&KeyUID=WOS:000233343200001
http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=ORCID&SrcApp=OrcidOrg&DestLinkType=FullRecord&DestApp=WOS_CPL&KeyUT=WOS:000233343200001&KeyUID=WOS:000233343200001