Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Miquel HUGUET"'
Publikováno v:
Procedia Structural Integrity. 44:528-535
Publikováno v:
Bulletin of Earthquake Engineering. 19:1569-1604
This paper is a contribution to the analysis of skew cracking (orientation, spacing, maximum and residual crack width) in reinforced concrete shear walls subjected to seismic loading. First, it presents the experimental campaign of the French nationa
Publikováno v:
RILEM Bookseries ISBN: 9783030729202
The control of random cracking in reinforced concrete members is of crucial interest to assess their serviceability and durability. From a regulatory point of view, such control within the design phase is ensured using a set of guidelines (definition
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1582faca3c0e6e71a56cbff773c60f52
https://doi.org/10.1007/978-3-030-72921-9_21
https://doi.org/10.1007/978-3-030-72921-9_21
Publikováno v:
HAL
COMPDYN 2019 : 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
COMPDYN 2019 : 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Jun 2019, HERSONISSOS, France. 16 p
COMPDYN 2019 : 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
COMPDYN 2019 : 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Jun 2019, HERSONISSOS, France. 16 p
COMPDYN 2019 : 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, HERSONISSOS, GRECE, 24-/06/2019 - 26/06/2019; Non-linear calculation results can be significantly different when considering mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::704ebb5b723eb05e77e3e171ddcbb574
https://hal.archives-ouvertes.fr/hal-02125348
https://hal.archives-ouvertes.fr/hal-02125348
The E-DVA method: A new approach for multi-modal pushover analysis under multi-component earthquakes
Publikováno v:
Soil Dynamics and Earthquake Engineering. 132:106069
Pushover analysis is an incremental quasi-static procedure for evaluating the seismic behavior of buildings accounting for their non-linear behavior. The simplest and classical version of this method is based on the following assumptions: (i) the str
Publikováno v:
Engineering Fracture Mechanics
Engineering Fracture Mechanics, Elsevier, 2017, 176, pp.375-405. ⟨10.1016/j.engfracmech.2017.02.027⟩
Engineering Fracture Mechanics, Elsevier, 2017, 176, pp.375-405. ⟨10.1016/j.engfracmech.2017.02.027⟩
International audience; The paper proposes a novel stress resultant nonlinear constitutive model for Reinforced Concrete (RC) panels adapted to cyclic loadings. An analytical multi-scale analysis is applied by taking a concrete strut with embedded st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e9a1d6f7220a3812669dbe9cb0872af1
https://hal.archives-ouvertes.fr/hal-01502682/file/huguet2017.pdf
https://hal.archives-ouvertes.fr/hal-01502682/file/huguet2017.pdf
Publikováno v:
Proceedings of the 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures.
In Reinforced Concrete (RC) structures, cracking is often a critical design parameter since engineering design codes limit the maximum crack opening to preserve the durability, tightness and aesthetics of RC buildings; robust and reliable crack openi
Autor:
Núria Comellas, Miquel Huguet, Ingrid Bárcena Roig, Lluis M. Anglada i de Ferrer, Joan Cambras, Ramon Ros Gorné
Publikováno v:
El Profesional de la Informacion. 11:28-34
Autor:
Miquel Huguet
Publikováno v:
ACM SIGARCH Computer Architecture News. 10:27-30
This work discusses the protection of the Processor Status Word of the PDP-11/60 computer and shows how a non-privileged user can modify the processor priority and execute his programs at PR7 priority level, that is, with all interrupts blocked. It a
Autor:
Tomás Lang, Miquel Huguet
Publikováno v:
ACM SIGARCH Computer Architecture News. 13:22-31