Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Shuqian Duan"'
Publikováno v:
Buildings, Vol 14, Iss 3, p 675 (2024)
Structures such as long-span footbridges, floors, and long cantilevers are vulnerable to vibration serviceability problems under crowd walking, which should be taken into consideration during the structural design, operation, and maintenance stages.
Externí odkaz:
https://doaj.org/article/b998631dcff14a84aa3f34c55889151c
Publikováno v:
Buildings, Vol 13, Iss 7, p 1782 (2023)
Crowd jumping loads are often simplified to a single-point excitation in the existing Fourier series-based models, most of which lack the data support of crowd jumping experiments. A Fourier series-based multi-point excitation model for crowd jumping
Externí odkaz:
https://doaj.org/article/356f986364c4454993772025d59862cb
Publikováno v:
Buildings, Vol 12, Iss 4, p 450 (2022)
Existing dynamic load factors (DLF) for crowd jumping loads are modeled by identifying the peaks and energies from the corresponding Fourier amplitude spectrum, which may underestimate and overestimate structural responses, respectively. Based on the
Externí odkaz:
https://doaj.org/article/2ebf81fa49d34aafad63ac4c298f7b20
Publikováno v:
Applied Mathematical Modelling. 111:696-712
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c03c358719ddad5b4f542d7c0179a9c
https://doi.org/10.1016/j.apm.2022.07.019
https://doi.org/10.1016/j.apm.2022.07.019
Publikováno v:
International Journal of Geomechanics. 23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::03e269083f3361ca19304a30921aba95
https://doi.org/10.1061/ijgnai.gmeng-7738
https://doi.org/10.1061/ijgnai.gmeng-7738
Publikováno v:
Applied Surface Science. 624:157168
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a076b3c38e8d3c554b6aa4f8eeabe967
https://doi.org/10.1016/j.apsusc.2023.157168
https://doi.org/10.1016/j.apsusc.2023.157168
Publikováno v:
Engineering Failure Analysis. 148:107163
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53df3f9976befe246a17fb3004a3b936
https://doi.org/10.1016/j.engfailanal.2023.107163
https://doi.org/10.1016/j.engfailanal.2023.107163
Publikováno v:
Arabian Journal of Geosciences. 14
To investigate the seismic performance of simulated subway tunnels under complex geological conditions of obliquely incident earthquake excitations, a new input method for oblique incidence of SV waves with arbitrary incident angles in 3D space has b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6fc7006c3ba6ad1e561b91d1efc02481
https://doi.org/10.1007/s12517-021-07376-w
https://doi.org/10.1007/s12517-021-07376-w
Publikováno v:
Mathematical Problems in Engineering, Vol 2020 (2020)
Geological strength indexGSI, disturbance factor (D), material constantmi, and uniaxial compressive strengthσciof the intact rock are essential input parametersIPsof the Hoek–BrownH−Bcriterion. Mechanical parametersMPsof the engineering rock mas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fc2217c42245dee7496d22b46b4fd6f8
https://doaj.org/article/d4651d7604d54d639569123309c4c48c
https://doaj.org/article/d4651d7604d54d639569123309c4c48c
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 861:042014
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bce9d9ede7e7bc066481bf1cde84919
https://doi.org/10.1088/1755-1315/861/4/042014
https://doi.org/10.1088/1755-1315/861/4/042014