Zobrazeno 1 - 10
of 35
pro vyhledávání: '"J.H. Rainer"'
Autor:
G.S. Bhuyan, J.H. Rainer, R.P. Stewart, Carlos E. Ventura, D. Borthwick, Endi Zhai, Houman Ghalibafian
Publikováno v:
IEEE Transactions on Power Delivery. 19:1680-1687
Due to failures of interconnected equipment in recent earthquakes, it is suspected that the seismic interaction of the flexible conductors with the equipment during a strong ground motion could cause additional unpredicted forces, resulting in damage
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d94d445adc0b761ca3c567d7c4a3fe94
https://doi.org/10.1109/tpwrd.2004.832387
https://doi.org/10.1109/tpwrd.2004.832387
Autor:
Houman Ghalibafian, D. Borthwick, Carlos E. Ventura, J.H. Rainer, Endi Zhai, G.S. Bhuyan, R.P. Stewart
Publikováno v:
IEEE Transactions on Power Delivery. 19:1673-1679
Prompted by recent failures in earthquakes of interconnected high-voltage electrical equipment in substations and a lack of available design information, BC Hydro initiated an experimental program to address this issue. Powertech Labs, in collaborati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a3a5f7963c596c97f0b02cc2d4a62cc
https://doi.org/10.1109/tpwrd.2004.832391
https://doi.org/10.1109/tpwrd.2004.832391
Publikováno v:
Canadian Geotechnical Journal. 33:510-514
The resonant-column test method was used in this study to determine the dynamic shear moduli and damping ratios of frozen and unfrozen soil samples. Naturally frozen soil specimens were obtained in-situ during the winter. A series of tests were carri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf78dc6349c7c88d8cbe38d9ec340d9f
https://doi.org/10.1139/t96-073
https://doi.org/10.1139/t96-073
Various corrective measures are usually suggested for reducing the levels of traffic-induced vibrations in buildings, e.g. road rehabilitation, speed control, soil improvement, the use of building isolation systems, etc. Although some of these measur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ae7c07992fcc903f13878de844e9cda5
https://doi.org/10.1016/0267-7261(95)00047-x
https://doi.org/10.1016/0267-7261(95)00047-x
Autor:
J.H. Rainer, A.M. Jablonski
Sixth Canadian Conference on Earthquake Engineering: 12 June 1991, Toronto, Ont., Canada
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::79b207dfbf9f1457f11ded566bffd66f
https://nrc-publications.canada.ca/eng/view/object/?id=bcd10c94-182c-47d0-8ee0-185c9263ae13
https://nrc-publications.canada.ca/eng/view/object/?id=bcd10c94-182c-47d0-8ee0-185c9263ae13
Autor:
J.H. Rainer
Two methods of calculating the damping ratio for structures on compliant foundations are presented. One method employs the calculation of the system damping ratio from the dynamic amplification factor, the other the modal damping ratio from energy co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ae2caa4aedca3a0fe53837386565e350
https://nrc-publications.canada.ca/eng/view/object/?id=0d7078d4-231a-4541-ad71-d6a30fa83cad
https://nrc-publications.canada.ca/eng/view/object/?id=0d7078d4-231a-4541-ad71-d6a30fa83cad
Autor:
J.H. Rainer
A study is presented of the changes in the characteristics of the natural modes of vibration for multistorey structures which are founded on flexible foundations. First a standard eigenvalue problem is formulated for the proportionally damped case. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3a308d700dbd040683f9b36b2f403b91
https://nrc-publications.canada.ca/eng/view/object/?id=82bbb9f6-3af9-4647-8f0a-2847281fd794
https://nrc-publications.canada.ca/eng/view/object/?id=82bbb9f6-3af9-4647-8f0a-2847281fd794
Autor:
J.H. Rainer
Publikováno v:
Canadian Journal of Civil Engineering. 15:1086-1087
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61b707e35cd32b4bce7c23cf7db739c5
https://doi.org/10.1139/l88-142
https://doi.org/10.1139/l88-142
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Akademický článek
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