Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Reto Cantieni"'
Autor:
Ali Khazei
Publikováno v:
Bauingenieur. 97:S 6-S 6
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9765e8afe927d58096f3ff91a044aee
https://doi.org/10.37544/0005-6650-2022-12-28-1
https://doi.org/10.37544/0005-6650-2022-12-28-1
Autor:
Zani, L.
Publikováno v:
Rivista di Filosofia Neo-Scolastica, 1953 Jan 01. 45(1), 79-81.
Externí odkaz:
https://www.jstor.org/stable/43067229
Autor:
Reto Cantieni
Publikováno v:
Key Engineering Materials. 628:73-78
In 2003, people working in the San Luzi, Zuoz, bell tower reported excessive tower vibrations when ringing bells. Zuoz is a village in the Upper Engadin Valley, Switzerland. Measurements performed in 2004 showed a maximum tower vibration velocity amp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e132377c5c72d9df18045b02def6505
https://doi.org/10.4028/www.scientific.net/kem.628.73
https://doi.org/10.4028/www.scientific.net/kem.628.73
Publikováno v:
Composite Construction in Steel and Concrete VII.
The urban development of the city of Lucerne required the replacement of the existing Langensand road bridge by one designed according to modern standards of urban mobility. The bridge’s shape is the result of a synthesis between function, construc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f2902f688dc6102a729cd79e815b012
https://doi.org/10.1061/9780784479735.002
https://doi.org/10.1061/9780784479735.002
Publikováno v:
Dynamics of Coupled Structures, Volume 4 ISBN: 9783319297620
As a consequence of a paper presented by Michael Mistler at the VDI-Baudynamik-Tagung in Kassel, Germany, in April 2015, the authors checked the damping coefficients having been estimated for a footbridge in autumn 2014. Mistler stated that the criti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::711e6f390ab815a8db72637fad19961e
https://doi.org/10.1007/978-3-319-29763-7_27
https://doi.org/10.1007/978-3-319-29763-7_27
Publikováno v:
Computer Communications. 28:1095-1109
Automatic rate adaptation in Carrier Sense Multiple Access with Collision Avoidance (CSMA/CA) wireless networks may cause drastic throughput degradation for high-speed bit rate stations (STAs). The CSMA/CA medium access method guarantees equal long-t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5591d108e3d0f328b4634d9d6f4ac4d8
https://doi.org/10.1016/j.comcom.2004.07.023
https://doi.org/10.1016/j.comcom.2004.07.023
Publikováno v:
Experimental Techniques. 25:51-57
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::342ac232bf37139be4dfc8bc6181d69b
https://doi.org/10.1111/j.1747-1567.2001.tb00047.x
https://doi.org/10.1111/j.1747-1567.2001.tb00047.x
Autor:
Reto Cantieni
Publikováno v:
Topics in Dynamics of Bridges, Volume 3 ISBN: 9781461465188
A 35 year’s old cable-stayed footbridge was investigated into analytically and experimentally to becoming able to rate it’s state of health. The paper presents the dynamic tests performed on this twin-32-m-span prestressed concrete structure and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9289172d9298bda44e0c03f569892b86
https://doi.org/10.1007/978-1-4614-6519-5_2
https://doi.org/10.1007/978-1-4614-6519-5_2
Autor:
Reto Cantieni, Andreas Felber
Publikováno v:
Structural Engineering International. 6:187-190
Recent developments in experimental structural dynamics and Finite Element model updating based on experimental results are briefly described. With state-of-the-art hardware and software, it is now...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea0d000e3c2126b677b6e9e88a82db44
https://doi.org/10.2749/101686696780495671
https://doi.org/10.2749/101686696780495671
Publikováno v:
Technical University of Denmark Orbit
Am Beispiel der experimentellen Untersuchung der dynamischen Eigenschaften einer Fußgängerbrücke werden Probleme bei der Bestimmung der Dämpfungskapazität eines Ingenieurtragwerkes diskutiert. Aus Gründen der Verständlichkeit wird zunächst re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b4f62335dc0e4df649d569825cd4ace1
https://doi.org/10.37544/0005-6650-2016-04-30
https://doi.org/10.37544/0005-6650-2016-04-30