Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Weining, Sui"'
Publikováno v:
Buildings, Vol 14, Iss 3, p 794 (2024)
In the present study, multiscale finite element (FE) models of half-through steel basket-handle arch bridges were established. The eigenvalue analyses were conducted to explore the dynamic characteristics of the arch bridges based on the FE models. I
Externí odkaz:
https://doaj.org/article/d09b68cde7a44336871778dd4e233cd9
Publikováno v:
Structures. 52:117-130
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1ba351cad3f653297ea0d9bf2fccbdf
https://doi.org/10.1016/j.istruc.2023.03.165
https://doi.org/10.1016/j.istruc.2023.03.165
Publikováno v:
Structures. 44:42-57
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb5a148f5dfd05bdbab956e7496288fb
https://doi.org/10.1016/j.istruc.2022.07.083
https://doi.org/10.1016/j.istruc.2022.07.083
Publikováno v:
Structures. 43:59-78
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::209edc0f6553e404bfa02a75b874d0bd
https://doi.org/10.1016/j.istruc.2022.06.045
https://doi.org/10.1016/j.istruc.2022.06.045
Publikováno v:
KSCE Journal of Civil Engineering. 26:1295-1315
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b640c6b45776dc4be629f48da01100a3
https://doi.org/10.1007/s12205-021-0731-4
https://doi.org/10.1007/s12205-021-0731-4
Publikováno v:
Structures. 31:909-920
The seismic performance of a steel tubular bridge pier in a five-span continuous girder bridge system was evaluated through dynamic non-linear time-history analysis under strong ground motions. The seismic performance of the hollow steel tubular (HST
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c72b2e082578ffaa110f41da4ad86cbd
https://doi.org/10.1016/j.istruc.2021.02.035
https://doi.org/10.1016/j.istruc.2021.02.035
Publikováno v:
Structures. 29:1808-1818
The optimal friction interface offered by friction pads should have stable frictional energy consumption performance, be easily fabricated, and satisfy the structure durability requirements imposed by use in civil engineering operations. In this pape
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1dba90b203d4f3bd703ec2c328ab4ac
https://doi.org/10.1016/j.istruc.2020.11.079
https://doi.org/10.1016/j.istruc.2020.11.079
Publikováno v:
KSCE Journal of Civil Engineering. 24:1509-1523
To investigate the hysteretic behaviour of an eccentrically loaded partially-concrete-filled steel tubular (PCFST) bridge pier in an out-of-plane horizontal direction, a quasi-static experiment and finite element (FE) analysis of steel tubular column
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::203b4724734f8d741f3158c3486d98cb
https://doi.org/10.1007/s12205-020-0680-3
https://doi.org/10.1007/s12205-020-0680-3
Publikováno v:
KSCE Journal of Civil Engineering. 24:228-240
An innovative application of a new corrugated steel plate damper (CSPD) in steel arch bridges is proposed to enhance their seismic performance. The mechanical properties of the CSPD were investigated by static and quasi-static parametric analysis usi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7cfb93e455538202800040d7f70181b
https://doi.org/10.1007/s12205-020-0888-2
https://doi.org/10.1007/s12205-020-0888-2
Publikováno v:
Journal of Constructional Steel Research. 158:547-559
The study is aimed at clarifying the elastic and inelastic behaviour of irregular panel zones (PZs) in a steel moment-resisting frame with circular hollow section (CHS) steel columns and H-shape steel beams connected with external diaphragm under cyc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f31edfc4ffb798cd49b43ebf36313641
https://doi.org/10.1016/j.jcsr.2019.04.016
https://doi.org/10.1016/j.jcsr.2019.04.016