Zobrazeno 1 - 10
of 758
pro vyhledávání: '"Acceleration Response"'
Publikováno v:
Water Science, Vol 38, Iss 1, Pp 21-32 (2024)
ABSTRACTOld masonry structures have a very special nature that require periodical inspection and evaluation programs. The problem becomes more sophisticated when dealing with vital buried hydraulic structures under continuous functional operation whi
Externí odkaz:
https://doaj.org/article/c109d05aec6b4ce7bd9eb20f9a3ca4ee
Publikováno v:
Applied Sciences, Vol 14, Iss 11, p 4398 (2024)
The longitudinal seismic response characteristics of a shallow-buried water-conveyance tunnel under non-uniform longitudinal subsurface geometry and obliquely incident SV-waves was studied using the numerical method, where the effect of the non-unifo
Externí odkaz:
https://doaj.org/article/b25f8034744242febd6b70e08a49efa7
Publikováno v:
Symmetry, Vol 16, Iss 2, p 232 (2024)
This paper focuses on the seismic response of symmetrical underground subway stations to seismic waves with varying frequencies and peak ground accelerations (PGAs), essential in light of growing urban underground transit systems. A 1/40 scale statio
Externí odkaz:
https://doaj.org/article/e4d42d0b53744a6fbed303ea0bbcfbb0
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 14, Iss 5, Pp 1609-1625 (2022)
An emerging real-time ground compaction and quality control, known as intelligent compaction (IC), has been applied for efficiently optimising the full-area compaction. Although IC technology can provide real-time assessment of uniformity of the comp
Externí odkaz:
https://doaj.org/article/79cdc7d058ad4e5893387f10a2c0395e
Publikováno v:
Advances in Bridge Engineering, Vol 3, Iss 1, Pp 1-27 (2022)
Abstract In bridge structural health monitoring, typically the dynamic response of the system is used to assess the health condition of the bridge. However, the dynamic interaction between a bridge and a passing vehicle imposes non-stationarity on th
Externí odkaz:
https://doaj.org/article/4cb1cf579c12488ba8b9e7ddef34c4b1
Publikováno v:
Sensors, Vol 24, Iss 2, p 410 (2024)
It has been proven that structural damage can be successfully identified using trendlines of structural acceleration responses. In previous numerical and experimental studies, the Savitzky–Golay filter and moving average filter were adjusted to det
Externí odkaz:
https://doaj.org/article/1b58625642624e1d98b4cc0bb2c6a1fc
Publikováno v:
Buildings, Vol 13, Iss 12, p 3007 (2023)
Using the trendlines of an acceleration response as a tool to decompose a structural response is a new topic that was proposed by authors in 2020. This paper provides a numerical/experimental investigation of using a Savitzky–Golay filter (SGF) in
Externí odkaz:
https://doaj.org/article/4a97ff5ae5874d819b6c53a698b5e5c3
Publikováno v:
地球与行星物理论评, Vol 53, Iss 1, Pp 112-118 (2022)
In this paper, the measured acceleration of Dawu station of the M7.4 earthquake in Maduo County, Qinghai Province on May 22, 2021 and the acceleration at Yematan bridge simulated by our research group with the empirical Green's function method are se
Externí odkaz:
https://doaj.org/article/60529726e1d84ca0960418e3bbc166d1
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.