Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Quansheng Yan"'
Publikováno v:
Buildings, Vol 14, Iss 11, p 3456 (2024)
Conventional methods for constructing bridge I-beam joints face several challenges, including heavy precast slabs, complicated transportation and lifting procedures, strict accuracy requirements, lengthy construction timelines, and increased safety r
Externí odkaz:
https://doaj.org/article/7a7395ed81864012803112989d8e2615
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 7, p 1171 (2024)
Earthquakes in coastal areas frequently trigger tsunami waves, posing significant threats to low-lying coastal bridges. Investigating extreme wave force on bridge deck is crucial for understanding bridge damage mechanisms. However, the majority of cu
Externí odkaz:
https://doaj.org/article/ecc698879be6474aaf473f3825d08987
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
A novel artificial bee colony (ABC) algorithm to detect structural damage via modal and frequency analyses is proposed (named as TCABC algorithm). Compared to the standard ABC algorithm, tabu search method and chaotic search method are adopted in the
Externí odkaz:
https://doaj.org/article/bd1930d69d494bf6b502ff093c116620
Publikováno v:
Advances in Mechanical Engineering, Vol 11 (2019)
For laminated beams connected by Coulomb friction, interlayer slippage occurs when interfacial shear stress exceeds the resistant friction stress. Then, the physical properties of the laminated beams will change and may even cause structural damage.
Externí odkaz:
https://doaj.org/article/144f05fcd26242a99726ecdce17dcb2a
Publikováno v:
Shock and Vibration, Vol 2019 (2019)
Footbridge lateral vibration remains an unsolved problem and is characterized by the following: (1) pedestrians are sensitive to bridge vibration, which causes the pedestrian’s excitation being dependent on the bridge vibration; (2) pedestrian late
Externí odkaz:
https://doaj.org/article/bb05b5a036ad49a0896f355042efdc2c
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
Computational cost reduction and best model updating method seeking are the key issues during model updating for different kinds of bridges. This paper presents a combined method, Kriging model and Latin hypercube sampling method, for finite element
Externí odkaz:
https://doaj.org/article/abdc5c3e79ad4b429a79c9ab1d048cdf
Publikováno v:
Sensors, Vol 18, Iss 12, p 4456 (2018)
Cables are the main load-bearing structural components of long-span bridges, such as suspension bridges and cable-stayed bridges. When relative slip occurs among the wires in a cable, the local bending stiffness of the cable will significantly decrea
Externí odkaz:
https://doaj.org/article/1a7e4c744d754c72964680733d103cae
Publikováno v:
KSCE Journal of Civil Engineering. 26:3905-3917
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::579fcdfae04d0d4f9df5d7955be5fc86
https://doi.org/10.1007/s12205-022-0938-z
https://doi.org/10.1007/s12205-022-0938-z
Publikováno v:
International Journal of Steel Structures. 22:225-239
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eaa770c9cb3aaa1e5643c193eea5e1d4
https://doi.org/10.1007/s13296-021-00569-9
https://doi.org/10.1007/s13296-021-00569-9
Publikováno v:
Advances in Structural Engineering. 25:98-116
Connecting the ends of girders with a continuous slab-deck to make a multiple-span simply supported girder bridge provides many benefits, but there is no suitable nonlinear analysis model which considers continuous slab-deck cracking under tension an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f2f99c7cab45fe46cd255d7e6958724
https://doi.org/10.1177/13694332211042788
https://doi.org/10.1177/13694332211042788