Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Ricardo L. Bonett"'
Autor:
HECTOR URREGO, RICARDO L. BONETT
Publikováno v:
Dyna, Vol 77, Iss 163, Pp 13-25 (2010)
En los métodos de diseño basado en desplazamientos normalmente se hacen consideraciones de demanda a partir del primer modo de vibrar, sin embargo algunos autores han llamado la atención sobre la importancia de considerar los modos superiores ya q
Externí odkaz:
https://doaj.org/article/0c6dc2920d2447f3ac7ed774c74ce363
Autor:
Daniel Gaspar, Carlos A. Blandon, Cesar Pajaro, Jorge Archbold, Luciano R. Fernandez-Sola, Ricardo L. Bonett, Carlos A. Arteta, Juan F. Correal, Julian Carrillo, Gustavo A. Araújo, Andrés M. Torregroza, Khalid M. Mosalam
Publikováno v:
Earthquake Spectra. 35:1763-1793
The response of mid-rise reinforced concrete (RC) buildings in Mexico City after the 2017 Puebla Earthquake is assessed through combined field and computational investigation. The Mw 7.1 earthquake damaged more than 500 buildings where most of them a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2197c8489530df9d2f9b010c599b590e
https://doi.org/10.1193/061218eqs144m
https://doi.org/10.1193/061218eqs144m
Publikováno v:
Construction and Building Materials. 203:210-221
Precast and post-tensioned systems increase the efficiency of masonry beams in terms of labor and time of construction. This study is aimed at evaluating the flexural behavior of ungrouted post-tensioned concrete masonry beams, with eccentric bars, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec08b4c611db82be6be6ec9dfde037da
https://doi.org/10.1016/j.conbuildmat.2018.12.101
https://doi.org/10.1016/j.conbuildmat.2018.12.101
Publikováno v:
Engineering Structures. 140:447-457
Accurate estimation of tendon stress is crucial for calculating the flexural capacity of post-tensioned masonry members. Tendon stresses in bonded elements may be calculated based on strain-compatibility. For unbonded tendons, stresses depend on the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b2912979ca4eb441503e9e3ce58f001
https://doi.org/10.1016/j.engstruct.2017.01.046
https://doi.org/10.1016/j.engstruct.2017.01.046
Publikováno v:
Engineering Structures. 141:703-714
The paper shows and discusses the results of an experimental program aimed at assessing the flexural behavior of ungrouted and unbonded post-tensioned masonry (UUPTM) elements such a beams or two-way slabs. In this structural system, the bed and head
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cac2b24315a973e4e48834af80c6662f
https://doi.org/10.1016/j.engstruct.2017.03.035
https://doi.org/10.1016/j.engstruct.2017.03.035
Publikováno v:
Engineering Structures. 235:111961
Post-tensioning techniques improve the tensile strength of masonry substantially, endowing posttensioned masonry with performance comparable or superior to that of reinforced masonry cantilever walls. A useful structural application is for retaining
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::843438bfb51231dc9fac8a184ce25c98
https://doi.org/10.1016/j.engstruct.2021.111961
https://doi.org/10.1016/j.engstruct.2021.111961
Publikováno v:
Engineering Structures. 93:61-69
Although several research programs have investigated the performance of structural elements made of lightweight concrete, there is a limited understanding of the behavior of lightweight shear walls under seismic conditions. In this paper is summarize
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::05243ad2b0ad8093c470e056d99ac3b6
https://doi.org/10.1016/j.engstruct.2015.03.022
https://doi.org/10.1016/j.engstruct.2015.03.022
Autor:
Carlos A. Blandon, Ricardo L. Bonett, Carlos A. Arteta, Katrin Beyer, Julian Carrillo, João Saraiva Esteves Pacheco de Almeida
During the last two decades, thin concrete walls have been frequently used to brace mid- to high-rise buildings in some Latin American countries. This structural system differs significantly in terms of wall geometry and reinforcement layout from tra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::489c778cb294d836e15ac4a44ccec458
https://infoscience.epfl.ch/record/257085
https://infoscience.epfl.ch/record/257085
Autor:
Ricardo L. Bonett, Angelica Rosso, Lisandro Arturo Jimenez-Roa, Carlos A. Blandon, João Saraiva Esteves Pacheco de Almeida, Katrin Beyer, Aydee Patricia Guerrero Zúñiga
The growing need for residential housing in Latin American countries has led to the construction of reinforced concrete buildings with wall thicknesses as low as 8–10 cm. Such walls have typically only a single layer of vertical rebars and are ther
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e5a045d91992a47c071b2dbf973b335f
https://infoscience.epfl.ch/record/231139
https://infoscience.epfl.ch/record/231139
Autor:
Rosso, Angelica, Jiménez-Roa, Lisandro A., de Almeida, João Pacheco, Zuniga, Aydee Patricia Guerrero, Blandón, Carlos A., Bonett, Ricardo L., Beyer, Katrin
Publikováno v:
Bulletin of Earthquake Engineering; Feb2018, Vol. 16 Issue 2, p859-887, 29p