Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Zhanbin, Zhang"'
Publikováno v:
IEEE Access, Vol 12, Pp 138027-138046 (2024)
Clustering plays a major role in various disciplines including biological visual image classification. Various clustering algorithms have been introduced and developed. Among them, the density-based clustering algorithm achieves the best performance.
Externí odkaz:
https://doaj.org/article/9e47bdeeaa3f46da83a0f06bce460fdc
Autor:
Jing Ji, Hengfei Yang, Liangqin Jiang, Chaoqing Yuan, Yingchun Liu, Yu Zhang, Xiaomeng Hou, Zhanbin Zhang, Xuan Chu
Publikováno v:
Buildings, Vol 14, Iss 9, p 2640 (2024)
To investigate the seismic behavior of composite columns with high-strength concrete-filled steel tube flanges and honeycomb steel webs (STHHC) after being subjected to freeze-thaw cycles, 36 full-scale STHHCs were designed with the following main pa
Externí odkaz:
https://doaj.org/article/ae9b515931284695a6f7d265b44a5c4a
Autor:
Jing Ji, Yihuan Xu, Liangqin Jiang, Chaoqing Yuan, Yingchun Liu, Xiaomeng Hou, Jinbao Li, Zhanbin Zhang, Xuan Chu, Guiling Ma
Publikováno v:
Buildings, Vol 14, Iss 8, p 2401 (2024)
To investigate the axial compression behavior of composite columns with high-strength concrete-filled steel tube flanges and honeycombed steel web (STHHC) under load during freeze–thaw cycles, 48 full-scale composite column specimens were designed
Externí odkaz:
https://doaj.org/article/ca92b8013be544b697bfc70b8462f825
Publikováno v:
Buildings, Vol 14, Iss 5, p 1487 (2024)
To study the eccentric compression mechanical properties of ECC and UHPC filled-in double steel tubular (EUFDST) composite columns, 35 full-scale EUCFDST composite column specimens were designed by ABAQUS software with the slenderness ratio (λ), UHP
Externí odkaz:
https://doaj.org/article/efafb415ef5840fbbb43cae5ab9ea857
Publikováno v:
Frontiers in Materials, Vol 10 (2023)
To study the seismic behavior of steel-reinforced high-strength concrete composite beams with bonded tendons (PSRHSCBs) under low cyclic loading, 13 PSRHSCBs were designed with the main parameters of the span-to-height ratio of beams (L/H), the cubic
Externí odkaz:
https://doaj.org/article/81658a09b5a349debe80a9f00075c6af
Autor:
Liangqin Jiang, Liang Ma, Xiaomeng Hou, Jing Ji, Huiling Zhang, Zhanbin Zhang, Yuan Liang, Xuan Chu
Publikováno v:
Buildings, Vol 14, Iss 2, p 350 (2024)
This study explored the axial compression behavior of elliptical concrete-filled steel tubes with encased steel considering spherical-cap gap (GSECFST) composite short columns. We designed 25 composite column specimens by varying the steel tube yield
Externí odkaz:
https://doaj.org/article/ced509ab9cbf48e5806b54fdd9b1fbc1
Autor:
Jing Ji, Kexin Yu, Liangqin Jiang, Yingchun Liu, Zhanbin Zhang, Xuan Chu, Jiaqi Li, Huiling Zhang
Publikováno v:
Symmetry, Vol 16, Iss 1, p 51 (2023)
In order to investigate the mechanical behavior of FRP-reactive powder concrete composite tanks with floating tops (FRPCTs) subjected to gravity, twenty-two full-scale FRPCTs were designed with varying parameters for the inner diameter of the storage
Externí odkaz:
https://doaj.org/article/33885f00275b449baea820528742e859
Autor:
Jing Ji, Huiling Zhang, Liangqin Jiang, Yunfeng Zhang, Zhaoqing Yuan, Zhanbin Zhang, Xuan Chu, Bing Li
Publikováno v:
Buildings, Vol 13, Iss 9, p 2124 (2023)
To investigate the seismic behaviors of novel steel-reinforced concrete composite frames prestressed with bonding tendons (PSRCFs), 15 groups of PSRCF specimens were designed with the following main parameters: the cubic compressive strength of high-
Externí odkaz:
https://doaj.org/article/50fcfdf3500e4a42be1332cb996f680f
Autor:
Jing Ji, Yunhao Li, Liangqin Jiang, Hongguo Ren, Qingqin Wang, Lei Zhang, Lingjie He, Zhanbin Zhang
Publikováno v:
Frontiers in Materials, Vol 9 (2022)
Honeycombed beams are widely used because they are conducive to the layout of pipelines and circuits, and the traditional honeycombed beams are generally H-shaped steel beams and concrete-encased upper flange composite beams. In this paper, a composi
Externí odkaz:
https://doaj.org/article/5ff46df5fa1e473681dcfd3719f34375
Autor:
Jing Ji, Jiaqi Li, Liangqin Jiang, Hongguo Ren, Qingqin Wang, Xue Wang, Lingjie He, Zhanbin Zhang
Publikováno v:
Buildings, Vol 12, Iss 11, p 1895 (2022)
In order to investigate the mechanical behavior of special-shaped reinforced concrete composite columns encased with GFRP core columns (EGCSSCs) subjected to axial load, twenty-seven full-scale EGCSSCs were designed with varying parameters: axial com
Externí odkaz:
https://doaj.org/article/c783ab034b124d1cacff654a394d1cc9