Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Michael, Musgrove"'
Autor:
Michael Musgrove, Okan Ilhan, Youssef M. A. Hashash, Jonathan P. Stewart, Ellen M. Rathje, Boqin Xu, Walter J. Silva, Kenneth W. Campbell, Joseph Harmon
Publikováno v:
Earthquake Spectra. 35:787-814
This paper presents the development of large-scale simulation-based data sets used to inform new site amplification models for Central and Eastern North America (CENA). Linear elastic, equivalent linear, and nonlinear one-dimensional site response si
Autor:
Etienne Bertrand, Alessandro Pagliaroli, Giuseppe Tropeano, Marianne Marot, Florent Demartin, Evangelia Garini, E. Diego Mercerat, Youssef M. A. Hashash, Stavroula Kontoe, Sebastiano Foti, Daniela Boldini, Anna Chiaradonna, Céline Gélis, Susumu Iai, Steve Kramer, Julie Régnier, Long Chen, Francesco Silvestri, Nathalie Glinsky, Peter Moczo, Ahmed Elgamal, Fernando Lopez-Caballero, Annamaria di Lernia, Suwal Sajana, Hiroshi Kawase, Joseph Harmon, Luis Fabian Bonilla, George Gazetas, Fabrice Hollender, Silvana Montoya-Noguera, Dominiki Asimaki, James R. Gingery, Alex Nieto-Ferro, Federico Passeri, Didrik Vandeputte, Pedro Arduino, Giuseppe Lanzo, Michael Musgrove, Luca Verrucci, Aneta Richterova, Jozef Kristek, Angelo Amorosi, Deborah Sicilia, Amalia Giannakou, Maria Paola Santisi d'Avila, Graeme McAllister, Evelyne Foerster, Alborz Ghofrani, Mahdi Taiebat, Pierre-Yves Bard, Gaetano Falcone, Jian Shi
Publikováno v:
Bulletin of the Seismological Society of America
Bulletin of the Seismological Society of America, Seismological Society of America, 2018, ⟨10.1785/0120170210⟩
Bulletin of the Seismological Society of America, Seismological Society of America, 2018, ⟨10.1785/0120170210⟩
This article presents the main results of the validation phase of the PRENOLIN project. PRENOLIN is an international benchmark on 1D nonlinear (NL) site‐response analysis. This project involved 19 teams with 23 different codes tested. It was divide
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b928848369195bdf2da635863044fafa
http://hdl.handle.net/11588/717732
http://hdl.handle.net/11588/717732
Autor:
Byungmin Kim, Walter J. Silva, Jonathan P. Stewart, Joseph Harmon, Michael Musgrove, Ellen M. Rathje, Kenneth W. Campbell, Youssef M. A. Hashash
Publikováno v:
Earthquake Spectra. 32:1845-1865
This study investigates the conditions for which one-dimensional (1-D) nonlinear (NL) site response analysis results are distinct from equivalent-linear (EL) results and provides guidance for predicting when differences are large enough to be of prac
Publikováno v:
Soil Dynamics and Earthquake Engineering. 86:89-105
A series of six centrifuge experiments was designed and conducted to assess the seismic influence of a mid to highrise building on adjacent shallow underground structures. The buildings modeled in this study (12 and 42 stories) were the tallest struc
Autor:
M. Shideh Dashti, F. Youssef M.A. Hashash, S. M. Michael Musgrove, Martin Walker, S. M.Yuamar I. Basarah, Kenneth Gillis, M. Kirk Ellison
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 144
Shallow underground structures are commonly built in close proximity to tall buildings in dense urban environments. Although it is well known that such buildings have the potential to affec...
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 144
Cyclic behavior of soils is often modeled using the Masing rules. When these rules are applied, hysteretic damping at large strains is overestimated. A non-Masing hysteresis model that redu...
Publikováno v:
Soil Dynamics and Earthquake Engineering. 78:19-31
The response of an equivalent 26 m-thick deposit of dry, medium-dense, Nevada Sand with a relative density of 60% is measured in the centrifuge under six 1-D, horizontal earthquake motions applied to the base of the centrifuge container. Several 1-D
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 143
Autor:
Régnier, Julie, Bonilla, Luis-Fabian, Bard, Pierre-Yves, Kawase, Hirosho, Bertrand, Etienne, Hollender, Fabrice, Sicillia, Deborah, Nozu, Atsushi, Pedro, Arduino, Amorosi, Angelo, Dominiki, Assimaki, Boldini, Daniela, Long, Chen, Anna, Chiaradonna, Florent, Demartin, Marco, Ebrille, Gaetano, Falcone, Evelyne, Foerster, Sebastiano, Foti, Evangelia, Garini, George, Gazetas, Céline, Gélis, Alborz, Ghofrani, Jim, Gingery, Nathalie, Glinsky, Joseph, Harmon, Youssef, Hashash, Susumu, Iai, Boris, Jeremić, Steve, Kramer, Stavroula, Kontoe, Jozef, Kristek, Lanzo, Giuseppe, Annamaria di Lernia, Fernando, Lopez-Caballero, Marianne, Marot, Graeme, Mcallister, Diego Mercerat, E., Peter, Moczo, Silvana, Montoya-Noguera, Michael, Musgrove, Alex, Nieto-Ferro, Alessandro, Pagliaroli, Federico, Pisanò, Aneta, Richterova, Suwal, Sajana, Maria Paola Santisi d'Avila, Jian, Shi, Francesco, Silvestri, Mahdi, Taiebat, Giuseppe, Tropeano, Verrucci, Luca, Kohei, Watanabe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3686::407cb001b2b5509151d6c38f748b541a
http://hdl.handle.net/11573/1093493
http://hdl.handle.net/11573/1093493
Autor:
Youssef M. A. Hashash, Michael Musgrove, David R. Groholski, Joseph Harmon, Byungmin Kim, Jonathan P. Stewart
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 142
Commonly used simplified one-dimensional nonlinear seismic site response analyses employ constitutive models based on a variation of the hyperbolic model to represent the initial stress-strain backbone curve. Desirable features of the backbone curve