Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Rodolfo Danesi"'
Publikováno v:
CONICET Digital (CONICET)
Consejo Nacional de Investigaciones Científicas y Técnicas
instacron:CONICET
Consejo Nacional de Investigaciones Científicas y Técnicas
instacron:CONICET
A model for fiber reinforced composites that takes into account the fiber slipping is presented in this paper and applied to the analysis of reinforced concrete elements. The model is formulated within the framework of the plasticity theory and the m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6e704cae0da3408a706aedc6fe62115e
https://doi.org/10.1061/(asce)0733-9445(2005)131:11(1690)
https://doi.org/10.1061/(asce)0733-9445(2005)131:11(1690)
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 158:1-12
This paper describes the determination of the mass of explosive and the location of the source of the explosion in a terrorist attack in a congested urban environment. A computational dynamic analysis was carried out for a real congested urban enviro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::accc9400f18a3f240af723efc7f602fc
https://doi.org/10.1680/stbu.2005.158.1.1
https://doi.org/10.1680/stbu.2005.158.1.1
Publikováno v:
Engineering Structures. 27:167-176
A methodology to determine the location and mass of explosive in a terrorism attack when the location of the crater is unavailable is presented in this paper and applied to the case of the AMIA (Israel–Argentina Mutual Association) building attack
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08c66f3716c48e56b1aefa2e98a138f6
https://doi.org/10.1016/j.engstruct.2004.09.003
https://doi.org/10.1016/j.engstruct.2004.09.003
Publikováno v:
Engineering Structures. 26:63-71
The analysis of the structural failure of a reinforced concrete building caused by a blast load is presented in this paper. All the process from the detonation of the explosive charge to the complete demolition, including the propagation of the blast
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e2a3315256fd0406f74d67f2df34202c
https://doi.org/10.1016/j.engstruct.2003.08.011
https://doi.org/10.1016/j.engstruct.2003.08.011
Publikováno v:
Engineering Structures. 25:729-742
A thermo-mechanical model for concrete subjected to high temperatures is presented in this paper. The model is based on a coupled plastic-damage model that has been extended to consider damage induced by high temperatures. The model is calibrated wit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0bb4e0f426c18426fccef7244e2d5e03
https://doi.org/10.1016/s0141-0296(02)00209-2
https://doi.org/10.1016/s0141-0296(02)00209-2
Publikováno v:
Repositório Institucional da UFRGS
Universidade Federal do Rio Grande do Sul (UFRGS)
instacron:UFRGS
Universidade Federal do Rio Grande do Sul (UFRGS)
instacron:UFRGS
The results of a series of tests performed with different amounts of explosive at short distances above and below ground level, as well as on the soil surface are briefly described. After an introductory description of both the main features of the b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::241916bda2592040c1ee85ee18e56944
https://doi.org/10.1007/s00193-002-0136-3
https://doi.org/10.1007/s00193-002-0136-3
Publikováno v:
Probabilistic Engineering Mechanics. 17:233-239
The closely related methods of transfer matrices and direct numerical integration have been extensively used in the analysis of free standing structures. In case of structures subjected to dynamic loading, the method is particularly suitable to analy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d62bf98db03fa12c54aa47d5f9e42ddd
https://doi.org/10.1016/s0266-8920(02)00008-5
https://doi.org/10.1016/s0266-8920(02)00008-5
Publikováno v:
International Journal of Impact Engineering. 25:927-947
The main objective of this paper is the comparison between testing and numerical responses of metallic plates subjected to explosive loads, in order to obtain guides to the numerical modeling and analysis of this phenomenon. Moreover, the secondary o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1393af0db18f27beb399bbe02b39b410
https://doi.org/10.1016/s0734-743x(01)00031-8
https://doi.org/10.1016/s0734-743x(01)00031-8
Publikováno v:
Computers and Geotechnics. 27:179-197
The main objective of this paper is to contribute to a quantification of the effect of foundation flexibility on the most important design variables in the seismic response of building structures with prismatic rectangular foundations. A soil–struc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::481eea2f77101c6df09d6abd15eb17bc
https://doi.org/10.1016/s0266-352x(00)00010-0
https://doi.org/10.1016/s0266-352x(00)00010-0
Publikováno v:
Engineering Structures. 22:890-900
The equations of motion of thin-walled beams with open cross-section considering the effects of shear flexibility, rotatory inertia in the stress resultants and variable cross-sectional properties are presented. These equations are based on Vlasov's
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a20beecce7f4ca659a530ef21dc5fc65
https://doi.org/10.1016/s0141-0296(99)00043-7
https://doi.org/10.1016/s0141-0296(99)00043-7