Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Adrián D. García-Soto"'
Autor:
Miguel A. Jaimes, Mauro Niño, Isaac Franco, Salatiel Trejo, Francisco A. Godínez, Adrián D. García-Soto
Publikováno v:
Buildings, Vol 13, Iss 4, p 929 (2023)
This study evaluates the seismic risk of weak first-story reinforced concrete (RC) structures retrofitted with inerter dampers at their ground level when subjected to narrow-band seismic excitations. The main advantages brought about by the ground-le
Externí odkaz:
https://doaj.org/article/54a0937423fb4a239674a851fb07b588
Publikováno v:
Bulletin of Earthquake Engineering. 19:1509-1535
A framework for evaluating the risk of the out-of-plane mechanism of masonry facades subjected to earthquake excitations is presented. The effect of seismic events on masonry facades is investigated and results are presented in terms of fragility cur
Publikováno v:
Earthquake Spectra. 36:213-237
This study presents an evaluation of floor acceleration demands for the design of rigid and flexible acceleration-sensitive nonstructural components in buildings, calculated using the most recent Mexico City seismic design provisions, released in 201
Publikováno v:
Seismological Research Letters. 90:378-386
Publikováno v:
Bulletin of the Seismological Society of America. 107:887-900
We present ground‐motion prediction equations (GMPEs) for vertical response spectra from Mexican interplate earthquakes at rock sites (National Earthquake Hazards Reduction Program B class). Two options to obtain the vertical response spectrum are
Publikováno v:
Bulletin of the Seismological Society of America. 106:2532-2544
We developed ground‐motion prediction equations (GMPEs) based on Bayesian regressions to predict response spectra at sites located in the hill zone of Mexico City for local earthquakes of the Mexico basin. The coefficients of the GMPEs are built as
Autor:
Adrián D. García-Soto, Jesús G. Valdés-Vázquez, Alejandro Hernández-Martínez, Andrés E. Ortíz-Vargas, Mabel Mendoza-Pérez
Publikováno v:
Scopus-Elsevier
The use of reduced seismic forces obtained from elastic response spectra analysis is a common practice for structural design purposes. This procedure is used: (a) To take advantage of the nonlinear behavior of the structural elements that conform the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::342786adc37ec1b7262a52718bf3d864
http://www.scopus.com/inward/record.url?eid=2-s2.0-84935859601&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-84935859601&partnerID=MN8TOARS