Zobrazeno 1 - 10
of 15
pro vyhledávání: '"James Wilcoski"'
Autor:
James Wilcoski
This test report documents seismic qualification testing of a Static Power Static Transfer Switch (STS). The STS is a mission-critical unit that will be installed at Eareckson Air Station (EAS), on the island of Shemya, Alaska. Two units were built,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::925463b656bc7193cb197b1c55bb8f06
https://doi.org/10.21079/11681/42461
https://doi.org/10.21079/11681/42461
Publikováno v:
Engineering Structures. 160:171-185
Under the extreme threats of strong earthquakes, bridge columns are required to remain functional to ensure the safety and structural integrity of the entire bridge system. However, many existing bridges designed according to old seismic design provi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::389461029b492f7858d82e4eebeb825e
https://doi.org/10.1016/j.engstruct.2017.12.046
https://doi.org/10.1016/j.engstruct.2017.12.046
Autor:
Larry A. Fahnestock, D. Dane Quinn, James Wilcoski, Alexander F. Vakakis, Jie Luo, Nicholas E. Wierschem, Sean A. Hubbard, D. Michael McFarland, Lawrence A. Bergman, Billie F. Spencer
Publikováno v:
Structural Control and Health Monitoring. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08cb8933b91fedf3a4037b1d7892e70a
https://doi.org/10.1002/stc.2480
https://doi.org/10.1002/stc.2480
Cyclic loading and weathering of reinforced concrete bridge decks cause corrosion of reinforcement steel, which leads to cracking, potholes, and other problems. This project demonstrated the use of a glass-fiber reinforced polymer (GFRP) composite de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d63f9722574f0c362020a548278b1b2a
https://doi.org/10.21236/ad1016971
https://doi.org/10.21236/ad1016971
Publikováno v:
Earthquake Spectra. 25:803-819
A rational approach for determining the response modification factor, [Formula: see text], has been applied to reinforced concrete (RC) shear wall buildings designed under current codes and standards of practice. The approach is founded upon the perf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b8416724ed21fd4639ea654bd269080
https://doi.org/10.1193/1.3240398
https://doi.org/10.1193/1.3240398
Publikováno v:
Journal of Earthquake Engineering. 11:67-85
Cold-formed steel buildings are a very popular structural system in the United States, including areas where strong earthquakes are expected. As part of a larger study of this structural system, shake table tests of a full-size, one bay two-story mod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee952ecac77d2e2d554d235dbc8d94ac
https://doi.org/10.1080/13632460601031862
https://doi.org/10.1080/13632460601031862
Publikováno v:
Engineering Structures. 28:1462-1470
Buildings composed of cold-formed steel framing systems are popular in many parts of the United States. Box-shaped columns can be built-up from cold-formed thin-walled channels. Latered bracing is often provided by cross-bracing using thin tension-on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31c9f191449af7115693ba7aa8946e37
https://doi.org/10.1016/j.engstruct.2006.01.014
https://doi.org/10.1016/j.engstruct.2006.01.014
Autor:
James Wilcoski, Douglas A. Foutch
Publikováno v:
Earthquake Spectra. 21:339-352
A short review of response modification factors currently found in code design provisions for seismic design of buildings is given. A proposal for a new, rational procedure for determining R factors is presented. It requires both experimental and ana
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2799a4578c9ad2caa6796b98416864a1
https://doi.org/10.1193/1.1891168
https://doi.org/10.1193/1.1891168
Publikováno v:
Journal of Pressure Vessel Technology. 126:66-74
This paper presents the design features of an electrical equipment frame structure that can withstand a severe earthquake test profile. Original designs of these structures were optimized to survive shock and shipping vibrations only, since the major
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1493ad97ce7f97a6a4cab12046037001
https://doi.org/10.1115/1.1638389
https://doi.org/10.1115/1.1638389