Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Fuyun Huang"'
Publikováno v:
Journal of Traffic and Transportation Engineering (English ed. Online), Vol 5, Iss 6, Pp 467-479 (2018)
A jointless bridge could fundamentally eliminate vulnerable deck joints, thereby meeting the need for sustainable development of bridges, especially for an expressway with high-speed traffic. In this paper, one jointless bridge (deck-extension bridge
Externí odkaz:
https://doaj.org/article/fff8218b09ff4a6b8edcd13ba95bcdb7
Publikováno v:
Applied Sciences, Vol 12, Iss 4, p 2138 (2022)
The semi-fixed dowel joint studied in this paper consists of a steel dowel with rubber sleeves and a rubber pad to connect the superstructure and the substructure and to support the main beam. This type of joint is suitably used in retrofitting a joi
Externí odkaz:
https://doaj.org/article/ea19d78a37ed4ddab74e60fa32c248b5
Publikováno v:
Shock and Vibration, Vol 2019 (2019)
Ultra-high-voltage (UHV) cup-type transmission towers supported with long-span transmission lines are unavoidably subjected to the coupling action between the towers and the transmission lines. Therefore, investigating how tower-line coupling affects
Externí odkaz:
https://doaj.org/article/606ae060752f4dc7aca83fbabfd1327d
Publikováno v:
Applied Sciences, Vol 10, Iss 10, p 3406 (2020)
The flexural pile foundation is used in integral abutment jointless bridges (IAJBs) in practical engineering to effectively dissipate the horizontal reciprocating deformation induced by the ambient temperature or earthquake loadings. Various types of
Externí odkaz:
https://doaj.org/article/bc382244e45f41a7936ad8826f7a12d6
Publikováno v:
Applied Sciences, Vol 10, Iss 4, p 1358 (2020)
Soil-abutment or soil-pile interactions under cyclic static loads have been widely studied in integral abutment jointless bridges (IAJBs). However, the IAJB has the combinational interaction of soil-abutment and soil-pile, and the soil-abutment-pile
Externí odkaz:
https://doaj.org/article/6f55c384b05847b7836fd5eb7d5e9082
Publikováno v:
Applied Sciences, Vol 10, Iss 4, p 1274 (2020)
The accuracy of the finite element model (FEM) for concrete closed girder cross-sections is significantly influenced by thermal boundary conditions. The internal thermal boundary conditions can be simulated by inputting the convection heat transfer c
Externí odkaz:
https://doaj.org/article/787b1b82d3b44343a745ab023b82423e
Publikováno v:
Journal of Earthquake Engineering. :1-23
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3bcf5c2e1c7a056e6c114c33f02a3bd1
https://doi.org/10.1080/13632469.2022.2112999
https://doi.org/10.1080/13632469.2022.2112999
Autor:
Khaled Ghaedi, Mieczysław Kuczma, Fuyun Huang, Zainah Ibrahim, Hamid Mohammad-Sedighi, Alireza Tabrizikahou, Ahad Javanmardi
Publikováno v:
Engineering Analysis with Boundary Elements. 134:625-636
This paper investigates the effectiveness of a new hybrid passive control system on the seismic response of an existing steel cable-stayed bridge considering the pounding effect. The proposed hybrid passive control system comprises a seismic isolator
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30b9d4f4951608ef9d0d74e711e03ea0
https://doi.org/10.1016/j.enganabound.2021.10.020
https://doi.org/10.1016/j.enganabound.2021.10.020
Publikováno v:
Advances in Civil Engineering Materials ISBN: 9789811980237
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0de01505589b0269e3f2a2860a84f0b7
https://doi.org/10.1007/978-981-19-8024-4_19
https://doi.org/10.1007/978-981-19-8024-4_19
Publikováno v:
Advances in Civil Engineering Materials ISBN: 9789811980237
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc1b35a8699c68869e39ed41fe7ff863
https://doi.org/10.1007/978-981-19-8024-4_33
https://doi.org/10.1007/978-981-19-8024-4_33