Zobrazeno 1 - 10
of 17
pro vyhledávání: '"F. J. Vecchio"'
Autor:
F. J. Vecchio
Publikováno v:
Journal of Performance of Constructed Facilities. 16:110-115
The failure of two reinforced concrete structures is recounted, one involving a warehouse structure and the other an offshore platform base structure. Design details and factors leading to the collapses are identified and discussed. The structures we
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a590d258a3f72210247665795155f881
https://doi.org/10.1061/(asce)0887-3828(2002)16:3(110)
https://doi.org/10.1061/(asce)0887-3828(2002)16:3(110)
Autor:
F. J. Vecchio
Publikováno v:
Structural Concrete. 2:201-212
This article takes a critical look at the relevance and value of non-linear finite element procedures for analysis and design of reinforced concrete structures. Their potential usefulness as a practical design office tool is illustrated through a sam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b70af9b424a21d80ecb2d5aa507a0ed
https://doi.org/10.1680/stco.2001.2.4.201
https://doi.org/10.1680/stco.2001.2.4.201
Autor:
F. J. Vecchio
Publikováno v:
Journal of Structural Engineering. 126:1070-1077
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f54a68728fb41c092dc2a96df1d4b6d
https://doi.org/10.1061/(asce)0733-9445(2000)126:9(1070)
https://doi.org/10.1061/(asce)0733-9445(2000)126:9(1070)
Autor:
F. Bucci, F. J. Vecchio
Publikováno v:
Journal of Structural Engineering. 125:644-652
A procedure is described by which nonlinear finite-element algorithms can be modified to enable the analysis of repaired or rehabilitated concrete structures, taking into account the chronology of the loading, damage, and repair. The method defines a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5173dd95a045b3268916786ac5428588
https://doi.org/10.1061/(asce)0733-9445(1999)125:6(644)
https://doi.org/10.1061/(asce)0733-9445(1999)125:6(644)
Autor:
R G Selby, F J Vecchio
Publikováno v:
Canadian Journal of Civil Engineering. 24:460-470
This paper describes formulations intended to expand the applicability of the modified compression field theory for general three-dimensional analysis of reinforced concrete solids. The modified compression field theory, which was specifically develo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8755f009f1c5ce7bc4721b9fb72ff9bb
https://doi.org/10.1139/l96-135
https://doi.org/10.1139/l96-135
Autor:
A. DeRoo, F. J. Vecchio
Publikováno v:
Journal of Engineering Mechanics. 121:702-708
Concrete tension splitting mechanisms can contribute measurably to the dilatation of cracked reinforced-concrete elements, in some cases significantly affecting response. Analytical models based on the popular smeared-crack concept currently make no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e5089de9f8c0887c44036e8b18f2c02c
https://doi.org/10.1061/(asce)0733-9399(1995)121:6(702)
https://doi.org/10.1061/(asce)0733-9399(1995)121:6(702)
Autor:
G. L. Balazs, D. Kuchma, Aurelio Muttoni, S. Sun, J. Susetyo, Joost Walraven, Roberto Felicetti, M. Fernández Ruiz, F. J. Vecchio, G. J. Parra Montesinos, J. K. Wight, M.-Y. Cheng, J. Rots, K.S. Kim, Pietro Gambarova, B. Hackbarth, M. di Prisco, H. H. Dinh, Lucie Vandewalle, Max A.N. Hendriks, Patrick Bamonte, C. Damoni, Evan C. Bentz, Barbara Belletti, T. Nagle, E. Giuriani, M. P. Collins
Publikováno v:
fib Bulletins ISBN: 9782883940970
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f38edaee685d813d4bb3f6c4bcbe152
https://doi.org/10.35789/fib.bull.0057
https://doi.org/10.35789/fib.bull.0057
Autor:
K. Tang, F. J. Vecchio
Publikováno v:
Canadian Journal of Civil Engineering. 17:686-697
The formation and influence of compressive membrane action in reinforced concrete slabs is discussed. An experimental program is described, in which two large-scale slab specimens were tested under concentrated midspan loads. One slab was restrained
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d80d5424e7756f178b72fe86aae9fec
https://doi.org/10.1139/l90-082
https://doi.org/10.1139/l90-082
Autor:
C. C. L. Chan, F. J. Vecchio
Publikováno v:
Journal of Structural Engineering. 116:2344-2360
An experimental investigation is decribed in which perforated reinforced concrete panel elements were subjected to uniformly distributed, monotonically increasing edge loads. Test parameters included the presence of a perforation, detailing of the re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::209cdc771b8bc7caef9f33b55753efa3
https://doi.org/10.1061/(asce)0733-9445(1990)116:9(2344)
https://doi.org/10.1061/(asce)0733-9445(1990)116:9(2344)
Publikováno v:
Journal of Structural Engineering. 127:721-722
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81dc937d9cbff5e752572121def68ada
https://doi.org/10.1061/(asce)0733-9445(2001)127:6(721)
https://doi.org/10.1061/(asce)0733-9445(2001)127:6(721)