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of 1 335
pro vyhledávání: '"Kuhlmann, U."'
Publikováno v:
In Structures October 2019 21:75-89
Publikováno v:
Phys. Rev. B 67, 052403 (2003)
We investigated temperature dependent Raman spectra of the one-dimensional spin-ladder compound SrCu2O3. At low temperatures a two-magnon peak is identified at 3160+/-10 cm^(-1) and its temperature dependence analyzed in terms of a thermal expansion
Externí odkaz:
http://arxiv.org/abs/0801.1303
Publikováno v:
Physical Review B 72, 094419 (2005)
An unified picture for the Raman response of magnetic excitations in cuprate spin-ladder compounds is obtained by comparing calculated two-triplon Raman line-shapes with those of the prototypical compounds SrCu2O3 (Sr123), Sr14Cu24O41 (Sr14), and La6
Externí odkaz:
http://arxiv.org/abs/cond-mat/0503558
Publikováno v:
Physica C 351, 386 (2001)
We measured polarized far-infrared reflectivity and Raman scattering spectra of SrCuO$_2$ single crystals. The frequencies for infrared-active modes were determined using an oscillator-fitting procedure of reflectivity data. The Raman spectra were me
Externí odkaz:
http://arxiv.org/abs/cond-mat/0010221
Autor:
Braun, Benjamin, Chacón Flores, Rolando Antonio, Degée, Hervé, Duchêne, Yves, Dunai, László, Kövesdi, Balázs, Kuhlmann, U, Lener, Gerhard, Pourostad, Vahid, Sinur, Franc, Timmers, Ralph
Due to the relatively large slenderness of plated structures, the proof of adequate buckling resistance is crucial for dimensioning. Plate buckling is a stability problem of a compression-loaded plate and is generally characterized by failure of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3484::271ec76013e9a43a780f4d67d7f245ef
https://hdl.handle.net/2117/385580
https://hdl.handle.net/2117/385580
Akademický článek
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Publikováno v:
In Solid State Sciences September 2015 47:7-12
Publikováno v:
Steel Construction, 15(4), 202-212. Wiley
In the framework of the revision of Eurocode 3, Part 1–1, several amendments have been proposed and accepted in order to improve the rules for the resistance to member buckling. For clarification, a flow chart connecting the global analysis (first
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::211ca8c9e7faff9989071e6fb3804e08
https://research.tue.nl/nl/publications/e5b8a45d-765d-4059-98ec-aab5d07c835c
https://research.tue.nl/nl/publications/e5b8a45d-765d-4059-98ec-aab5d07c835c
Publikováno v:
In Journal of Constructional Steel Research December 2014 103:327-343
Publikováno v:
In Journal of Constructional Steel Research December 2014 103:344-353