Zobrazeno 1 - 5
of 5
pro vyhledávání: '"G. J. Parra Montesinos"'
Autor:
Dale G. Karr, C. Ferrari, N. Si, C. Baloglu, G. J. Parra-Montesinos, K. T. Ong, A. Douglas, P. White, J. He, T. Cao
Publikováno v:
Ships and Offshore Structures. 12:747-755
The objective of this study is to examine, through physical testing, the use of composite patches for preventing crack growth and extending the service life of ship plating. Fatigue tests were conducted on steel plates to experimentally validate the
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
Publikováno v:
Structures 2004.
Four double channel built-up members were tested to failure to investigate their behavior under reversed cyclic bending. The main experimental parameters investigated were channel size, location of lateral support, and the spacing of stitches in the
Publikováno v:
"SP-209: ACI Fifth Int Conf Innovations in Design with Emphasis on Seismic, Wind and Environmental Loading, Quality Con".
This paper presents results of tests conducted on 4 composite RCS beam-column-slab subassemblies under cyclic loading. Specimens were designed for beam plastic hinging and controlled joint deformations through the use of a deformation-based design mo
Autor:
J. K. Wight, G. J. Parra-Montesinos
Publikováno v:
SP-197: S.M. Uzumeri Symposium - Behavior and Design of Concrete Structures for Seismic Performance.
This paper presents a model to evaluate the shear strength of R/C joints for various levels of joint shear distortion. The model is based on the state of plane strains in the connection through the development of a ratio between the joint principal s