Zobrazeno 1 - 10
of 180
pro vyhledávání: '"Yan-Li Shi"'
Publikováno v:
Chip, Vol 1, Iss 1, Pp 100005- (2022)
Avalanche-photodiode-based near-infrared single-photon detectors have seen rapid development in the last two decades because of their enormous internal gain, high sensitivity, fast response, small volume, and ease of integration. The InGaAs/InP near-
Externí odkaz:
https://doaj.org/article/cf1135e389aa48eeafd94d3265398b79
Autor:
Jia-Xin Zhang, Wei Wang, Zai-Bo Li, Hai-Feng Ye, Run-Yu Huang, Ze-Peng Hou, Hui Zeng, Hong-xia Zhu, Chen Liu, Xue-Yan Yang, Yan-Li Shi
Publikováno v:
Frontiers in Physics, Vol 9 (2021)
A 1280 × 1,024 In0.53Ga0.47As short wave infrared (SWIR) focal plane array (FPA) detector with a planar-type back-illuminated process has been fabricated. With indium bump flip-chip bonding techniques, the InGaAs photodiode arrays were hybrid-integr
Externí odkaz:
https://doaj.org/article/2d021fcb19404f5fb73071bec76653aa
Autor:
Wei-Lin Zhao, Wei Wang, Chen Liu, Ze-Peng Hou, Hai-Feng Ye, Run-Yu Huang, Zai-Bo Li, Jia-Xin Zhang, Xue-Yan Yang, Hong-Xia Zhu, Yan-Li Shi
Publikováno v:
Crystals, Vol 11, Iss 10, p 1210 (2021)
The relationship between the performance of avalanche photodiode (APD) and structural parameters of the absorption, grading, and multiplication layers has been thoroughly simulated and discussed using the equivalent materials approach and Crosslight
Externí odkaz:
https://doaj.org/article/13b8a78f35834bd9bb9d3d1807636261
Publikováno v:
Frontiers in Materials, Vol 6 (2019)
In this study, a finite element (FE) analysis of a composite joint with the concrete-filled steel tubular (CFST) column and steel beam, with a through bolt-extended endplate, was carried out in a progressive collapse. The reasonable constitutive mode
Externí odkaz:
https://doaj.org/article/034a2c4cf82f4fcba01800fd24cd1736
Publikováno v:
Structures. 36:892-911
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::41bb34bbb37d4fef5751e21a56cf8196
https://doi.org/10.1016/j.istruc.2021.12.056
https://doi.org/10.1016/j.istruc.2021.12.056
Publikováno v:
Structures. 34:931-946
Concrete-filled steel tubular (CFST) column may be undergone coupled compression and torsion during its service life, and therefore, six CFST specimens were tested to analyze the torsional behaviour. The failure modes, torsion moment (T) versus torsi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08c704738ab098864b913d7da5d78d0d
https://doi.org/10.1016/j.istruc.2021.08.026
https://doi.org/10.1016/j.istruc.2021.08.026
Publikováno v:
Journal of Building Engineering. 73:106700
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2634811107111c5cf1055e25033689f
https://doi.org/10.1016/j.jobe.2023.106700
https://doi.org/10.1016/j.jobe.2023.106700
Publikováno v:
Structures. 32:713-730
Since steel-reinforced concrete-filled steel tubular (SRCFST) members combine the advantages of concrete-filled steel tube (CFST) and steel reinforced concrete (SRC) members, SRCFST members have been increasingly used in practical applications and ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3142b42840129047d1516ea3062458ee
https://doi.org/10.1016/j.istruc.2021.03.045
https://doi.org/10.1016/j.istruc.2021.03.045
Publikováno v:
Thin-Walled Structures. 185:110644
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25717f518565f3b1617d04262952b2b5
https://doi.org/10.1016/j.tws.2023.110644
https://doi.org/10.1016/j.tws.2023.110644
Publikováno v:
Structures. 27:2411-2425
In this study, experimental investigation and finite element (FE) modelling of the flexural performance of square and rectangular steel-reinforced concrete-filled steel tubular (SRCFST) members are carried out. Six square SRCFST specimens and four re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7921de336e6c32831dde6adef8c9fc8
https://doi.org/10.1016/j.istruc.2020.08.050
https://doi.org/10.1016/j.istruc.2020.08.050