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Akademický článek
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Autor:
Gian Michele Calvi, M. J. N. Priestley
A seismic design approach is presented where the design procedure attempts to create structures with equal probabilities of achieving a specified limit state under a specified level of seismic intensity. The limit state may be directly defined by lim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cfb15dd8650495049a5221ed5fa6cd2a
https://doi.org/10.1201/9780203740019-16
https://doi.org/10.1201/9780203740019-16
Publikováno v:
Journal of Earthquake Engineering. 12:1-33
Although core structures are often used in reinforced concrete buildings as members providing lateral strength and stiffness, experimental and numerical studies on their inelastic behavior are scarce. In an experimental program recently completed at
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::19aafb9a37d9c7c3f0461bde80640f58
https://doi.org/10.1080/13632460801922571
https://doi.org/10.1080/13632460801922571
Publikováno v:
Journal of Earthquake Engineering. 12:456-472
While the importance of higher-mode actions is appreciated within the engineering community, the affect that ductile nonlinear response has on higher-mode characteristics and the subsequent implications this has for design has received little attenti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5906a71a45d4876a94fe6ae4a19a267e
https://doi.org/10.1080/13632460701512399
https://doi.org/10.1080/13632460701512399
Autor:
M Carr, Mark Hopkinson, N. Priestley, Y P Teoh, K S Lau, G M Dunn, G.J. Rees, Richard C. Tozer, John P. R. David
Publikováno v:
Semiconductor Science and Technology. 22:245-248
We report the first epitaxially grown, double transit region Gunn diode oscillator. The prototype device was operated at its second harmonic of 77 GHz, giving an RF output power of 64 mW as compared with 54 mW from the corresponding single transit re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa80ccf5f95975711c6f8f95ad29c3b9
https://doi.org/10.1088/0268-1242/22/3/012
https://doi.org/10.1088/0268-1242/22/3/012
Publikováno v:
Semiconductor Science and Technology. 20:418-422
A novel GaAs Gunn diode design utilizing multiple transit regions with different transit region lengths has been simulated using the Monte Carlo method. Conventional Gunn diodes or multiple transit region diodes with identical length transit regions
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a994b080490bd6a543c281b20e90932
https://doi.org/10.1088/0268-1242/20/5/016
https://doi.org/10.1088/0268-1242/20/5/016
Autor:
A. M. Budek, M. J. N. Priestley
Publikováno v:
Coastal Engineering Journal. 47:1-20
Parametric analysis of hollow precast prestressed piles indicated that under certain conditions of loading and geometry, plastic hinge formation could be expected in the pile shaft below ground level. Four half-scale model precast prestressed piles w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9bb031f493ac98323b3f9b5c95b42ba1
https://doi.org/10.1142/s0578563405001161
https://doi.org/10.1142/s0578563405001161
Autor:
Carlos A. Blandon, M. J. N. Priestley
Publikováno v:
Journal of Earthquake Engineering. 9:257-278
Estimation of equivalent viscous damping is an important step in the methodology of the direct displacement based design. Errors in the estimation of this parameter may lead to consequent errors in the ductility demand of the designed elements. Equiv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13813a0f2a3b5f56ed6756f211a87fac
https://doi.org/10.1142/s1363246905002390
https://doi.org/10.1142/s1363246905002390
Autor:
J. D. Pettinga, M. J. N. Priestley
Publikováno v:
Journal of Earthquake Engineering. 9:309-330
The Direct Displacement-based Design methodology is applied to six reinforced concrete tube-frame structures and tested using inelastic time-history analyses. Using the established design method inter-storey drifts are found to exceed assumed drift l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c427a11f0f857968df123e2069c7c9d
https://doi.org/10.1142/s1363246905002419
https://doi.org/10.1142/s1363246905002419