Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Carlos A Arteta"'
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02886- (2024)
This article presents an experimental evaluation of electro-welded wire meshes featuring bars ranging from 6 to 8 mm in diameter, focusing on their monotonic tensile and cyclic behavior. Microstructure and hardness characteristics are analyzed, and t
Externí odkaz:
https://doaj.org/article/226ab459c4d14c528e5dcbf7a2f2dab4
Autor:
Vicente Mercado, Cesar A Pajaro, Carlos A Arteta, Fernando J Díaz, Julián Montejo, Mónica Arcila, Norman A Abrahamson
Publikováno v:
Earthquake Spectra. 39:1109-1139
This article proposes a semiempirical model to estimate seismic site effects based on a predominant-period classification scheme for application in earthquake ground-motion models (GMMs). The proposed model introduces the use of the peak amplitude of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a62470aa2facbd8ec3881c511b40424
https://doi.org/10.1177/87552930231153190
https://doi.org/10.1177/87552930231153190
Autor:
Carlos A. Arteta, Cesar A. Pajaro, Vicente Mercado, Julián Montejo, Mónica Arcila, Norman A. Abrahamson
Publikováno v:
Bulletin of the Seismological Society of America. 113:186-203
Crustal earthquakes are some of the main contributors to the seismic hazard in northern South America (NoSAm). There is evidence of historical crustal events with epicenters near populated cities, such as the 1999 Mw 6.2 Coffee Region earthquake, who
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb0afdbb0bb64be5881ec2e2290d5388
https://doi.org/10.1785/0120220168
https://doi.org/10.1785/0120220168
Publikováno v:
Earthquake Spectra. 38:1844-1871
A framework is presented for assessing the sensitivity of typical engineering demand parameters (EDP) to the conditional period selection when using conditional mean spectra (CMS) as targets for ground-motion selection in a performance-based seismic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d7384ce45d4287875c6587b8f396cc6
https://doi.org/10.1177/87552930221081150
https://doi.org/10.1177/87552930221081150
Autor:
Norman A. Abrahamson, Cesar Pajaro, Carlos A. Arteta, Julián Montejo, Mónica Arcila, Vicente Mercado
Publikováno v:
Earthquake Spectra. 37:2419-2452
Subduction ground motions in northern South America are about a factor of 2 smaller than the ground motions for similar events in other regions. Nevertheless, historical and recent large-interface and intermediate-depth slab earthquakes of moment mag
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6adde212d984a5972c5eec70d1a438e8
https://doi.org/10.1177/87552930211027585
https://doi.org/10.1177/87552930211027585
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:
Bulletin of Earthquake Engineering. 17:6437-6462
An alternative approach to the nonlinear truss model (NLT) is proposed to simulate the seismic behavior of reinforced concrete (RC) walls with various aspect ratios (ratio between the height and the length of the wall, hw/lw). The alternative consist
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e678de47c74d7056335e6dab4d2063df
https://doi.org/10.1007/s10518-019-00681-6
https://doi.org/10.1007/s10518-019-00681-6
Autor:
Norman A. Abrahamson, Carlos A. Arteta
Publikováno v:
Earthquake Spectra. 35:737-757
Objective assessment of the seismic response of engineering systems is achievable through estimating the rate of exceedance (risk) of the engineering-demand parameters (EDPs), which are usually obtained by performing dynamic analyses with incremental
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b55982403dd4b5fe6c57534e9c1f367
https://doi.org/10.1193/102116eqs176m
https://doi.org/10.1193/102116eqs176m
Publikováno v:
Journal of Earthquake Engineering. 23:1629-1650
In this paper, we propose a Bayesian framework for parameter estimation in seismic site response analyses. The technique relies on acceleration records provided during excitation by vertica...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e49e3b671c2e4aa999a345f9cc6db2f7
https://doi.org/10.1080/13632469.2017.1387192
https://doi.org/10.1080/13632469.2017.1387192
Publikováno v:
Engineering Structures. 228:111541
Current building codes for cold-formed steel structures specify flexural design guidelines for C open sections. Nevertheless, there are no guidelines to estimate the capacity for a cold-formed built-up box-beam composed of two C-sections in contact,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b96c08dcc31bcd64a55f4555bf4f95f
https://doi.org/10.1016/j.engstruct.2020.111541
https://doi.org/10.1016/j.engstruct.2020.111541