Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Ethan Dawson"'
Autor:
Ethan Dawson, Wolfgang Roth
Publikováno v:
IACGE 2018.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::320ea8f28e605dc079a4aca260c98026
https://doi.org/10.1061/9780784482049.015
https://doi.org/10.1061/9780784482049.015
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics V.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a0c9f51fdd4a6d5bd42d8e76ddc3bb1
https://doi.org/10.1061/9780784481455.008
https://doi.org/10.1061/9780784481455.008
Publikováno v:
Structure and Infrastructure Engineering. 11:1369-1382
The San Francisco Public Utilities Commission is currently undertaking a seismic upgrade of Bay Division Pipelines (BDPLs) Nos. 3 and 4 located in Fremont, California. To improve the reliability of the pipelines at a crossing of the Hayward Fault, a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::457b57b9aa31718c0bf04c80aafddd5b
https://doi.org/10.1080/15732479.2014.964733
https://doi.org/10.1080/15732479.2014.964733
Autor:
Ethan Dawson, Lelio Mejia
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 42:9-17
Considerable knowledge and experience has been developed over the past 40 years in the engineering profession regarding the seismic performance and analysis of dams for earthquake shaking. However, comparatively limited experience is available regard
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5abed5da8cb1376c8f514f02ecd72159
https://doi.org/10.5459/bnzsee.42.1.9-17
https://doi.org/10.5459/bnzsee.42.1.9-17
Publikováno v:
IACGE 2013.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e21b8ce31d8806773355a63e595c5c1c
https://doi.org/10.1061/9780784413128.065
https://doi.org/10.1061/9780784413128.065
Publikováno v:
Ports 2013.
Nonlinear dynamic soil-structure interaction (SSI) analyses were performed to evaluate a proposed deep-foundation scheme for heavy cement silos at Pier F in the Port of Long Beach, California. A conventional, code-based design with 24-inch octagonal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::beafd501ddcc82f1ebfca167753eef55
https://doi.org/10.1061/9780784413067.120
https://doi.org/10.1061/9780784413067.120
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics IV.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ebc6aca0803c402ebc56559c376f2678
https://doi.org/10.1061/40975(318)178
https://doi.org/10.1061/40975(318)178
Publikováno v:
Geotechnical Earthquake Engineering and Soil Dynamics IV.
Success Dam located in Southern California is seismically deficient and remediation design is currently in progress. The proposed remediation includes partial excavation of the existing embankment dam and construction of a buttressing embankment imme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::211d8d8d0cc71671833017490aa6aa6b
https://doi.org/10.1061/40975(318)172
https://doi.org/10.1061/40975(318)172
Publikováno v:
Slope Stability 2000.
The factor of safety of a slope can be computed with a finite element or finite difference code by reducing the soil shear strength in stages until the slope fails. The resulting factor of safety is the ratio of the soil's actual shear strength to th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::352379dadb33b09871aedeb7e622793a
https://doi.org/10.1061/40512(289)8
https://doi.org/10.1061/40512(289)8