Zobrazeno 1 - 10
of 67
pro vyhledávání: '"Gregory L. Fenves"'
Autor:
Gregory L. Fenves, Michael H. Scott
Publikováno v:
Journal of Structural Engineering. 146
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1b94075a98603bd981ac628905573e47
https://doi.org/10.1061/(asce)st.1943-541x.0002748
https://doi.org/10.1061/(asce)st.1943-541x.0002748
Autor:
Gregory L. Fenves
Publikováno v:
Earthquake Engineering Frontiers in the New Millennium ISBN: 9780203758984
Earthquake Engineering Frontiers in the New Millennium
Earthquake Engineering Frontiers in the New Millennium
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1648abf0bf14d281c9f70098c47ebb13
https://doi.org/10.1201/9780203758984-57
https://doi.org/10.1201/9780203758984-57
Publikováno v:
Journal of Structural Engineering. 137:14-21
A series of full-scale tests was conducted on the E-Defense shaking table facilities in Japan to simulate various levels of realistic seismic damage in a high-rise structural steel building. During the shaking table tests, the specimen experienced da
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c154e494a1292f043838ceaa728dd36c
https://doi.org/10.1061/(asce)st.1943-541x.0000278
https://doi.org/10.1061/(asce)st.1943-541x.0000278
Autor:
Gregory L. Fenves, Michael H. Scott
Publikováno v:
Journal of Structural Engineering. 136:473-480
An accelerated Newton algorithm based on Krylov subspaces is applied to solving nonlinear equations of structural equilib- rium. The algorithm uses a low-rank least-squares analysis to advance the search for equilibrium at the degrees of freedom DOFs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::054b5224400a67eab71b5a893311c2d3
https://doi.org/10.1061/(asce)st.1943-541x.0000143
https://doi.org/10.1061/(asce)st.1943-541x.0000143
Publikováno v:
Journal of Computing in Civil Engineering. 24:95-107
Object composition offers significant advantages over class inheritance to develop a flexible software architecture for finite-element analysis. Using this approach, separate classes encapsulate fu...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6add99c81548e20444e20c9bc1b770d
https://doi.org/10.1061/(asce)cp.1943-5487.0000002
https://doi.org/10.1061/(asce)cp.1943-5487.0000002
Publikováno v:
Journal of Materials Engineering and Performance
The objective of this work is to investigate the feasibility of a new seismic isolation device concept, in which the restoring force is given by the superelastic effect of shape memory alloys. Seismic isolation is an option for passive protection of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9626ffecc17dd3fa51f9cbc6ff40e2de
https://doi.org/10.1007/s11665-009-9372-3
https://doi.org/10.1007/s11665-009-9372-3
Autor:
Shamim N. Pakzad, Gregory L. Fenves
Publikováno v:
Journal of Structural Engineering. 135:863-872
A spatially dense wireless sensor network was designed, developed and installed on a long-span suspension bridge for a 3-month deployment to record ambient acceleration. A total 174 sets of data (1.3 GB) were collected from 64 sensor nodes on the mai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8686b1bd21610cce1617dee25155705
https://doi.org/10.1061/(asce)st.1943-541x.0000033
https://doi.org/10.1061/(asce)st.1943-541x.0000033
Publikováno v:
Journal of Structural Engineering. 134:562-571
A framework for simulating the material and geometric nonlinear response of frame members is developed from the equations of beam mechanics. The implementation of a beam-column finite element is reduced to the state determination procedure for a basi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::68008deaed96ef6869726d33fdbe469b
https://doi.org/10.1061/(asce)0733-9445(2008)134:4(562)
https://doi.org/10.1061/(asce)0733-9445(2008)134:4(562)
Publikováno v:
Journal of Infrastructure Systems. 14:89-101
An integrated hardware and software system for a scalable wireless sensor network WSN is designed and developed for structural health monitoring. An accelerometer sensor node is designed, developed, and calibrated to meet the requirements for structu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::020ebc28ba3bd50cd29db27fd48294f1
https://doi.org/10.1061/(asce)1076-0342(2008)14:1(89)
https://doi.org/10.1061/(asce)1076-0342(2008)14:1(89)
Publikováno v:
Engineering Structures. 29:3538-3549
Disconnect switches are one of the components of an electrical substation that are vulnerable to the effects of earthquake shaking. Three vertical-break and two horizontal-break 230 kV switches of porcelain and composite construction were tested on a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::faea2fb1e7dd2e2a664040e528f888b9
https://doi.org/10.1016/j.engstruct.2007.07.028
https://doi.org/10.1016/j.engstruct.2007.07.028