Zobrazeno 1 - 10
of 52
pro vyhledávání: '"Vitomir Racic"'
Publikováno v:
Vibration, Vol 5, Iss 4, Pp 883-913 (2022)
The increased ambition of architects coupled with advancements in structural materials, as well as the rapidly increasing pressure on civil engineering sector to reduce embodied carbon, have resulted in longer spans and more slender pedestrian struct
Externí odkaz:
https://doaj.org/article/024dcdc3e129411085a29a2487c640be
Publikováno v:
Robotics, Vol 9, Iss 2, p 37 (2020)
Smartphone technology is rapidly evolving, adding sensors of growing accuracy and precision. Structural engineers are among customers who indirectly benefit from such technological advances. This paper tests whether accelerometers installed in new ge
Externí odkaz:
https://doaj.org/article/92ba44c5bbdb452cad9a26c422551f16
Publikováno v:
Shock and Vibration, Vol 20, Iss 1, Pp 53-67 (2013)
This paper provides a critical overview of available technology and facilities for determining human-induced dynamic forces of civil engineering structures, such as due to walking, running, jumping and bouncing. In addition to traditional equipment f
Externí odkaz:
https://doaj.org/article/f661c25228ca4285aaf163c0c2768c68
Publikováno v:
Shock and Vibration, Vol 2016 (2016)
Realistic simulation of the dynamic effects of walking pedestrians on structures is still a considerable challenge. This is mainly due to the inter- and intrasubject variability of humans and their bodies and difficult-to-predict loading scenarios, i
Externí odkaz:
https://doaj.org/article/c38518ed30b44df08390a4653a9bc0f7
Publikováno v:
Engineering Structures
Long-span cross-laminated timber (CLT) floors are typically an assembly of prefabricated CLT panels connected together on the site. The actual connections are commonly neglected in design calculations. Hence, a CLT floor is modelled either as a monol
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a5634090f1601b3c69df03fcef669370
https://doi.org/10.1016/j.engstruct.2022.115432
https://doi.org/10.1016/j.engstruct.2022.115432
Bouncing is a typical rhythmic crowd activity in entertaining venues, such as concert halls and stadia. When the activity’s frequency is close to the natural frequency of the occupied structure, the corresponding bouncing loads can cause intense st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::59e339e4c664d2112ccc3a3617905251
http://hdl.handle.net/11311/1171831
http://hdl.handle.net/11311/1171831
Publikováno v:
Scopus
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
RUO. Repositorio Institucional de la Universidad de Oviedo
instname
This study presents a stochastic model of near-periodic walking force signals featuring variable walking speed on the step-by-step basis as the key input modelling parameter. This is a notable departure from traditional deterministic and periodic Fou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::415a793f794f255a3b7bed90305f94de
http://hdl.handle.net/10651/60000
http://hdl.handle.net/10651/60000
Publikováno v:
Robotics
Volume 9
Issue 2
Robotics, Vol 9, Iss 37, p 37 (2020)
Volume 9
Issue 2
Robotics, Vol 9, Iss 37, p 37 (2020)
Smartphone technology is rapidly evolving, adding sensors of growing accuracy and precision. Structural engineers are among customers who indirectly benefit from such technological advances. This paper tests whether accelerometers installed in new ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bee6318029d5c68960eb49793e6e9dc4
http://hdl.handle.net/11311/1150392
http://hdl.handle.net/11311/1150392
Publikováno v:
Conference Proceedings of the Society for Experimental Mechanics Series ISBN: 9783030121143
Fibre-reinforced polymer (FRP) composites are increasingly used as main load bearing materials in design of pedestrian bridges. The FRP footbridges are typically characterised by high strength, and relatively low mass and stiffness. These properties
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b4bfcd00f514334e8363a5a210c7f04e
http://hdl.handle.net/11311/1090292
http://hdl.handle.net/11311/1090292
Publikováno v:
Journal of Sound and Vibration. 387:207-225
The increasing number of reported vibration serviceability problems in newly built pedestrian structures, such as footbridges and floors, under walking load has attracted considerable attention in the civil engineering community over the past two dec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b9870e8f20cf54abc714636c340ed8ba