Zobrazeno 1 - 10
of 103
pro vyhledávání: '"Ronald F. Scott"'
Autor:
Ronald F. Scott
Publikováno v:
Soils and Foundations. 37:81-87
Many cranes were damaged in the Kobe docks in the January 1995 earthquake. In particular, repeated impact marks on the concrete pavement of the wharf indicated that one crane rocked on its wheels, at the same time as the earthquake shaking and the pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4d81280ba802bb8189f3e7cabec54ce
https://doi.org/10.3208/sandf.37.2_81
https://doi.org/10.3208/sandf.37.2_81
Publikováno v:
Journal of Geophysical Research: Planets. 101:21137-21149
We present experimental data and a model for the low-velocity (subsonic, 0–1000 m/s) penetration of brittle materials by both solid and hollow (i.e., coring) penetrators. The experiments show that penetration is proportional to momentum/frontal are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7fa98cefd4b93773eb361f5138df7188
https://doi.org/10.1029/96je01421
https://doi.org/10.1029/96je01421
Autor:
Ronald F. Scott, Behnam Hushmand
Publikováno v:
Journal of Geotechnical Engineering. 121:912-919
In response to an urgent need for field data from instrumented liquefaction sites, the U.S. Geological Survey in 1982 selected and instrumented a site in southern California called the Wildlife site. Two accelerometers (one at ground surface and one
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::02eb50e99537122305f4c3c9ab556789
https://doi.org/10.1061/(asce)0733-9410(1995)121:12(912.2)
https://doi.org/10.1061/(asce)0733-9410(1995)121:12(912.2)
Autor:
James K. Knowles, Ronald F. Scott
Publikováno v:
Journal of Elasticity. 41:73-76
This note compares the decay of end effects in anti-plane shear for a semi-infinite elastic strip under a self-equilibrated system of concentrated end-loads with the corresponding decay for a smoothly distributed self-equilibrated load.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e20bdabe6a0b1e32b15a2274d89b9ee
https://doi.org/10.1007/bf00040763
https://doi.org/10.1007/bf00040763
Autor:
Ferric C. Standiford, Ronald F. Scott, William J. Rider, John E. Jones, R. Philip Hammond, David W. Dean, David M. Eissenberg, Dieter K. Emmermann, Hugo H. Sephton
Publikováno v:
Desalination. 99:483-508
The paper describes Metropolitan's $30 million demonstration program to develop a 75 million-gallon-per-day (mgd) seawater desalination plant coupled to a combined cycle steam turbine coastal power generating plant that produces water at $600 per acr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c70e8a1e2c81751ed192d2ed340f200
https://doi.org/10.1016/0011-9164(94)00195-2
https://doi.org/10.1016/0011-9164(94)00195-2
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 439:49-63
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02cd03ef9591b99671354afd3536b114
https://doi.org/10.3130/aijsx.439.0_49
https://doi.org/10.3130/aijsx.439.0_49
Autor:
Ronald F. Scott
A great deal of research has been performed in the last ten years in the area of dynamic geotechnical centrifuge testing. The progress made is reviewed, with particular reference to papers presented at this Symposium, problem areas are identified, an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5fa037b6bffe7852153e6e93f544cdac
https://doi.org/10.1520/stp13221s
https://doi.org/10.1520/stp13221s
Publikováno v:
Journal of Geotechnical Engineering. 118:651-653
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09a2cce7ee033586196eb9958e7331b5
https://doi.org/10.1061/(asce)0733-9410(1992)118:4(651)
https://doi.org/10.1061/(asce)0733-9410(1992)118:4(651)
La Villita is a 60 m high earth and rockfill dam located 350 km southwest of Mexico City, Mexico. Since its construction the dam has been subjected to six major earthquakes, of which five are believed to be responsible for significant localized defor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::07c15370f1136e740ca00f1dc42bf59f
https://resolver.caltech.edu/CaltechAUTHORS:20140623-134632641
https://resolver.caltech.edu/CaltechAUTHORS:20140623-134632641
Publikováno v:
Soils and Foundations. 28:1-12
Centrifugal technique can be applied to the model tests of bearing capacity, earth pressure, anchor pullout, etc. in sand. In this method, the soil mechanics law of similarity is satisfied by performing the model tests in the centrifugal field. Howev
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::251d1b678a03493ceaa0d0e8f5f59d54
https://doi.org/10.3208/sandf1972.28.3_1
https://doi.org/10.3208/sandf1972.28.3_1