Výsledky vyhledávání - "James R. Gingery"

Prenolin: International benchmark on 1D nonlinear: Site-response analysisâvalidation phase exercise

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⟩

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

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Response Spectra at Liquefaction Sites during Shallow Crustal Earthquakes

Autor: Jonathan D. Bray, James R. Gingery, Ahmed Elgamal

Publikováno v: Earthquake Spectra. 31:2325-2349

Site amplification studies and building code provisions recognize that soil liquefaction can alter the characteristics of ground shaking at a site. However, guidance as to how the amplitudes of spectral accelerations are modified is lacking. In this

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d38c1a430a1de746576eef799cb759ce
https://doi.org/10.1193/101813eqs272m

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North Torrey Pines Bridge Seismic Retrofit: Part I, Seismic Hazard and Geotechnical Design

Autor: Zia Zafir, James R. Gingery, Kevin W. Franke, Jorge Meneses

Publikováno v: Earthquake Spectra. 31:2195-2210

This paper and its companion ( Johnson et al. 2015 ) summarize the design assumptions, processes, and analytical methods that were employed in the seismic retrofit of an historic bridge. The North Torrey Pines Road Bridge in Del Mar, California, was

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b2398068bad0be656be49cd6e69d1e18
https://doi.org/10.1193/101812eqs310m

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International Benchmark on Numerical Simulations for 1D, Nonlinear Site Response (PRENOLIN): Verification Phase Based on Canonical Cases

Autor: Gaetano Falcone, Fabrice Hollender, Alborz Ghofrani, Mahdi Taiebat, Michael Musgrove, Pierre-Yves Bard, Evangelia Garini, George Gazetas, Daniela Boldini, Luca Verrucci, Kohei Watanabe, Luis Fabian Bonilla, Aneta Richterova, Alex Nieto-Ferro, Peter Moczo, Annamaria di Lernia, Long Chen, Jian Shi, Boris Jeremić, Federico Pisanò, Stavroula Kontoe, Céline Gélis, Steve Kramer, James R. Gingery, Angelo Amorosi, Evelyne Foerster, Domniki Asimaki, Joseph Harmon, Julie Régnier, Sebastiano Foti, Jozef Kristek, Alessandro Pagliaroli, Giuseppe Tropeano, Anna Chiaradonna, Youssef M. A. Hashash, Silvana Montoya-Noguera, Maria Paola Santisi d'Avila, Francesco Silvestri, Susumu Iai, Florent Demartin, Nathalie Glinsky, Marco Ebrille, Fernando Lopez-Caballero, Suwal Sajana, Etienne Bertrand, Deborah Sicilia, Amalia Giannakou, Graeme McAllister, E. Diego Mercerat, Pedro Arduino, Hiroshi Kawase, Giuseppe Lanzo, Ahmed Elgamal, Marianne Marot

Publikováno v: Bulletin of the Seismological Society of America
Bulletin of the Seismological Society of America, Seismological Society of America, 2016, 106 (5), pp.2112-2135. ⟨10.1785/0120150284⟩
Régnier, J; Bonilla, LF; Bard, PY; Bertrand, E; Hollender, F; Kawase, H; et al.(2016). International benchmark on numerical simulations for 1D, nonlinear site response (Prenolin): Verification phase based on canonical cases. Bulletin of the Seismological Society of America, 106(5), 2112-2135. doi: 10.1785/0120150284. UC Davis: Retrieved from: http://www.escholarship.org/uc/item/7cn895n9
Bulletin of the Seismological Society of America, 106(5)
Bulletin of the Seismological Society of America, 2016, 106 (5), pp.2112-2135. ⟨10.1785/0120150284⟩
Bulletin of the Seismological Society of America, vol 106, iss 5

© 2016 Seismological Society of America. All rights reserved. PREdiction of NOn-LINear soil behavior (PRENOLIN) is an international benchmark aiming to test multiple numerical simulation codes that are capable of predicting nonlinear seismic site re

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::99c6b0448005ecf449bdda16ad8cea8a
http://hdl.handle.net/11588/671173

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Shear Stress-Strain Curves Based on the G/GmaxLogic: A Procedure for Strength Compatibility

Autor: Ahmed Elgamal, James R. Gingery

Publikováno v: IACGE 2013.

Hyperbolic models are frequently used in practice to represent nonlinear shear stress-shear strain behavior of soils in equivalent linear and nonlinear dynamic modeling problems. Several researchers have proposed shear modulus reduction (G/G max vers

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::78a2d4e02ba27e4a5a155bee34c301f7
https://doi.org/10.1061/9780784413128.083

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Addressing Kinematic Pile Bending Design Requirements in the International Building Code

Autor: Jorge Meneses, Zia Zafir, James R. Gingery

Publikováno v: Contemporary Topics in In Situ Testing, Analysis, and Reliability of Foundations.

The passage of vertically propagating shear waves through soil during earthquakes subjects embedded piles to curvature and subsequent bending. This effect, often referred to as kinematic pile bending, has been studied in the engineering literature fo

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::bb4e82f317ceb05f8106c6ad6a61780b
https://doi.org/10.1061/41022(336)67

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Evaluation of a Geogrid-Reinforced Soil Mat to Mitigate Post-Liquefaction Settlements — A Case Study

Autor: Scott M. Merry, James R. Gingery

Publikováno v: Geotechnical Earthquake Engineering and Soil Dynamics IV.

The use of geogrid reinforced soil mats has become a viable method to mitigate differential settlements caused by deformations in the underlying soils, including those resulting from fault rupture and seismically induced settlements. In this paper a

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4b713a3ce74a8921ccbc39e7ce7278c3
https://doi.org/10.1061/40975(318)106

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