Zobrazeno 1 - 10
of 150
pro vyhledávání: '"Wei-Jian Yi"'
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-23 (2021)
Abstract In the recent two decades, the progressive collapse of reinforced concrete (RC) frame structures attracted unprecedented research interests in the structural engineering community. Experiments are regarded as an essential method in this fiel
Externí odkaz:
https://doaj.org/article/c4c286feccc54ffd98394daa72dcae4f
Publikováno v:
Buildings, Vol 12, Iss 6, p 755 (2022)
This study focuses on the shear serviceability of simple and continuous reinforced concrete deep beams. The test results of 81 simple deep beams (i.e., simply supported single-span deep beams) and 29 continuous deep beams, for which their diagonal te
Externí odkaz:
https://doaj.org/article/179b7cd898514b9780257cba228aac5b
Publikováno v:
Buildings, Vol 12, Iss 6, p 739 (2022)
For shear tests of reinforced concrete (RC) beams, a simply supported and symmetrical loading system is usually applied. In deterministic analysis, shear capacities of the paired shear spans of such beams are the same. However, considering the random
Externí odkaz:
https://doaj.org/article/2713533571294f18a9c7f436cd86b342
Akademický článek
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Publikováno v:
Journal of Structural Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b23bb45f87b9b8caee57c47c27542c0b
https://doi.org/10.1061/jsendh.steng-11612
https://doi.org/10.1061/jsendh.steng-11612
Autor:
Hao-xiong Feng, Wei-jian YI
Publikováno v:
Indian Journal of Power and River Valley Development. :110-112
Size effect has great influence on the shear strength of reinforced concrete T beams, flange width changes the shear mechanism of reinforced concrete T beams. In combination with shear database, comparing the calculation results of formula based on t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e4d1d5a6a968b6362189abcb296547ac
https://doi.org/10.18311/ijprvd/2022/30694
https://doi.org/10.18311/ijprvd/2022/30694
Publikováno v:
Engineering Structures. 285:116072
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e71226ff12fb1b909c423fd2194518c0
https://doi.org/10.1016/j.engstruct.2023.116072
https://doi.org/10.1016/j.engstruct.2023.116072
Publikováno v:
Advances in Structural Engineering. 24:3707-3723
In this study, nonlinear finite element analyses of reinforced concrete interior slab-column connections were performed to investigate their punching shear behavior under gravity and lateral loads without shear reinforcement. A numerical model based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c87f65615ce5ef40f8a570a188b18d16
https://doi.org/10.1177/13694332211036957
https://doi.org/10.1177/13694332211036957
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 15, Iss 1, Pp 1-23 (2021)
In the recent two decades, the progressive collapse of reinforced concrete (RC) frame structures attracted unprecedented research interests in the structural engineering community. Experiments are regarded as an essential method in this field since a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::66f32a2d70a0b661bfad07278b5d2f71
https://doaj.org/article/c4c286feccc54ffd98394daa72dcae4f
https://doaj.org/article/c4c286feccc54ffd98394daa72dcae4f
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
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