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pro vyhledávání: '"Roger D. Borcherdt"'
Autor:
Roger D. Borcherdt
This book is a rigorous, self-contained exposition of the mathematical theory for wave propagation in layered media with arbitrary amounts of intrinsic absorption. The theory, previously unpublished in book form, provides solutions for fundamental wa
Autor:
Roger D. Borcherdt
Publikováno v:
First International Meeting for Applied Geoscience & Energy Expanded Abstracts.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c6d9ee178d65cf111addb2fffdd1ae7
https://doi.org/10.1190/segam2021-3583578.1
https://doi.org/10.1190/segam2021-3583578.1
Autor:
Roger D. Borcherdt
This second edition extends the rigorous, self-contained exposition of the theory for viscoelastic wave propagation in layered media to include head waves and general ray theory. The theory, not published elsewhere, provides solutions for fundamental
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::43431aeabe29effa4c81823845a975e6
https://doi.org/10.1017/9781108862660
https://doi.org/10.1017/9781108862660
Autor:
Roger D. Borcherdt
This second edition extends the rigorous, self-contained exposition of the theory for viscoelastic wave propagation in layered media to include head waves and general ray theory. The theory, not published elsewhere, provides solutions for fundamental
Publikováno v:
Engineering Geology. 189:84-97
The acceleration field of the Lushan earthquake (Ms7.0, April 20, 2013, China) is simulated using a new modified version of the stochastic finite-fault method (EXSIM) based on a dynamic corner frequency approach. To incorporate the effect of heteroge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::74ce63dc36ca32f9c0aa04c8b4905ec3
https://doi.org/10.1016/j.enggeo.2015.02.003
https://doi.org/10.1016/j.enggeo.2015.02.003
Autor:
Roger D. Borcherdt
Publikováno v:
Earthquake Engineering & Structural Dynamics. 43:1343-1360
SUMMARY Proposals are developed to update Tables 11.4-1 and 11.4-2 of Minimum Design Loads for Buildings and Other Structures published as American Society of Civil Engineers Structural Engineering Institute standard 7-10 (ASCE/SEI 7–10). The updat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f99e81e459b487f2c1471847a72098e6
https://doi.org/10.1002/eqe.2400
https://doi.org/10.1002/eqe.2400
Autor:
Roger D. Borcherdt
Publikováno v:
Open-File Report.
Site coefficients corresponding to those in tables 11.4–1 and 11.4–2 of Minimum Design Loads for Buildings and Other Structures published by the American Society of Civil Engineers (Standard ASCE/SEI 7-10) are derived from four of the Next Genera
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09f34e5101e26d4420bc2e0d474c6ae4
https://doi.org/10.3133/ofr20151116
https://doi.org/10.3133/ofr20151116
Publikováno v:
Bulletin of the Seismological Society of America. 96:S56-S72
Near-field observations of high-precision borehole strain and pore pres- sure, show no indication of coherent accelerating strain or pore pressure during the weeks to seconds before the 28 September 2004 M 6.0 Parkfield earthquake. Minor changes in s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca7d00f9a58544c8154fe4f290df384b
https://doi.org/10.1785/0120050822
https://doi.org/10.1785/0120050822