Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Kehai Wang"'
Publikováno v:
Buildings, Vol 12, Iss 10, p 1526 (2022)
Unbonded LRBs (laminated rubber bearings) are commonly applied in small-to-medium-span bridges in China. The frictional sliding characteristics of LRBs have a vital influence on the seismic response of the bridge. Nine square LRBs were subjected to t
Externí odkaz:
https://doaj.org/article/bf991e7ccf2f4db687e303bf4d79a9ac
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
Laminated rubber bearings are commonly adopted in small-to-medium span highway bridges in earthquake-prone areas. The accurate establishment of the mechanical model of laminated rubber bearings is one of most critical steps for the bridge seismic res
Externí odkaz:
https://doaj.org/article/bd74ef92c8474efd80251bf2aff5cf27
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In this study, a procedure is developed to evaluate and improve the seismic performance of long-span suspension bridges based on the performance objectives under the fragility function framework. A common type of suspension bridge in China was utiliz
Externí odkaz:
https://doaj.org/article/66c25aacee664d908174736db28bb88b
Publikováno v:
Applied Sciences, Vol 12, Iss 7, p 3499 (2022)
To investigate the seismic behavior of the wall pier of a covered bridge, the multi-layer shell element in OpenSEES was used to carry out the numerical analysis under a horizontal low cyclic loading in the weak axis direction. The effects of the mesh
Externí odkaz:
https://doaj.org/article/d23680cb43134b06a1ee05ed5b4a92df
Publikováno v:
Shock and Vibration, Vol 2018 (2018)
This paper presents an experimental program performed to investigate the behavioral characteristics of unbonded steel-reinforced laminated elastomeric bearings (U-SLEBs), which have been widely used for highway bridges in China. The influences on the
Externí odkaz:
https://doaj.org/article/b75a9d5c2a7e49fd83ecfd38222248c8
Publikováno v:
Journal of Vibroengineering. Sep2024, Vol. 26 Issue 6, p1422-1446. 25p.
Publikováno v:
Structures. 39:705-719
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a416797442d18498c04c81fa61f9d657
https://doi.org/10.1016/j.istruc.2022.03.066
https://doi.org/10.1016/j.istruc.2022.03.066
Publikováno v:
Journal of Vibroengineering.
A finite element model is created using OpenSees software to perform a time history analysis in order to analyze the seismic response law of a skew bridge and the damage volume of its key components, using a typical 3×20 m skew continuous girder bri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::605e49bf6dac83e43511bbeac51f4c36
https://doi.org/10.21595/jve.2022.22907
https://doi.org/10.21595/jve.2022.22907
Publikováno v:
Advances in Structural Engineering. 24:2336-2350
There are large amounts of small-and medium-span girder bridges which bear structural similarity, while the large-scale bridge structures are generally limited in the timely applications of structural vibration characteristics. Therefore, in this stu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f12e8e74cdddab4e0302c48068bdb8c
https://doi.org/10.1177/1369433221997722
https://doi.org/10.1177/1369433221997722
Autor:
Weizuo Guo, Kehai Wang
Publikováno v:
IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation.
Double-deck curved girder bridges are frequently used to satisfy the demands of traffic lines to accomplish quick ascents. However, damage to this type of bridge has a significant impact on the entire transportation network. Therefore, it is necessar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f096577f4a77ab2a5ee6ad4960d18fbc
https://doi.org/10.2749/nanjing.2022.1848
https://doi.org/10.2749/nanjing.2022.1848