Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Minsheng Guan"'
Autor:
Chengyu Hong, Jinyang Zhang, Yaxuan Zhang, Xiaoqiong Qin, Xiangsheng Chen, Ke Jia, Ji Dai, Chenggang Wu, Wei Rao, Minsheng Guan
Publikováno v:
International Journal of Digital Earth, Vol 17, Iss 1 (2024)
Safety monitoring of prefabricated subway stations is essential for early detection of potential damages to mitigate major accidents. This study developed an integrated multi-scale safety assessment and monitoring strategy for a prefabricated subway
Externí odkaz:
https://doaj.org/article/c343746272c649edb3e41854c21136e5
Publikováno v:
Structures. 49:332-344
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8ea27fb2f03a7966a4a93d5de94b0e1
https://doi.org/10.1016/j.istruc.2023.01.107
https://doi.org/10.1016/j.istruc.2023.01.107
Publikováno v:
Bulletin of Earthquake Engineering. 20:1169-1192
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61940f35b43f4a7d3d3e689c49e587e8
https://doi.org/10.1007/s10518-021-01307-6
https://doi.org/10.1007/s10518-021-01307-6
Publikováno v:
Journal of Constructional Steel Research. 203:107817
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e2395221054b310bcf8d42eacc97a1e
https://doi.org/10.1016/j.jcsr.2023.107817
https://doi.org/10.1016/j.jcsr.2023.107817
Publikováno v:
Magazine of Concrete Research. 72:1276-1288
In this paper, the stiffness degradation index previously proposed by the authors is used as a seismic performance index for circular concrete-filled steel tubular (CFT) columns. Four performance levels for CFT columns are defined – that is, virtua
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::697bb3c37c15c7f864bca9f091a894b3
https://doi.org/10.1680/jmacr.19.00009
https://doi.org/10.1680/jmacr.19.00009
Publikováno v:
Engineering Structures. 195:182-199
Reinforced concrete (RC) walls have been widely used in tall building construction to resist lateral loads. However, RC walls behave low ductility and limited deformation capacity under high axial force ratio. Due to the brittle behaviour of high-str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8df55e22191d8c80d00d2dbc16df4bb
https://doi.org/10.1016/j.engstruct.2019.05.096
https://doi.org/10.1016/j.engstruct.2019.05.096
Publikováno v:
Measurement Science Review, Vol 19, Iss 4, Pp 170-184 (2019)
The paper aims to select a simple and effective damage index for estimating the extent of damage of rectangular concrete-filled steel tube (RCFT) structures subjected to ground motions. Two experimental databases of cyclic tests conducted on RCFT col
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4c590d1f7cd9c71d620aaefd1bd8611d
https://doaj.org/article/cd1e9332e2104e67b42fa3e359f444ee
https://doaj.org/article/cd1e9332e2104e67b42fa3e359f444ee
Publikováno v:
Engineering Structures. 187:199-208
This paper experimentally investigates the bond strength and behavior of concrete-filled steel tube columns using manufactured sand (MS-CFT). A total of 54 push-out tests on MS-CFT columns are conducted. The test parameters are: (i) type of stone tha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a4d9ae65792d41c8407940e182f6b21
https://doi.org/10.1016/j.engstruct.2019.02.054
https://doi.org/10.1016/j.engstruct.2019.02.054
Autor:
Xiaojiao Li, Minsheng Guan
Publikováno v:
Journal of Engineering Mechanics. 146
This paper proposes a new symplectic transfer-matrix method (STMM) to solve the bending problem of nonuniform beams. The STMM is a hybrid method that combines the symplectic dual solution s...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95210d41cd0b0a877b57f80c90426411
https://doi.org/10.1061/(asce)em.1943-7889.0001790
https://doi.org/10.1061/(asce)em.1943-7889.0001790
Publikováno v:
Thin-Walled Structures. 164:107856
This paper analytically and experimentally investigates the random vibration problem of pretensioned rectangular membrane structures under heavy rainfall. An analytical model is firstly proposed. In this model, the heavy rainfall is modeled as a seri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70adf4ffa05a570837c072a7aa5ab1a9
https://doi.org/10.1016/j.tws.2021.107856
https://doi.org/10.1016/j.tws.2021.107856