Zobrazeno 1 - 10
of 201
pro vyhledávání: '"JianGuo Cai"'
Publikováno v:
International Journal of Smart and Nano Materials, Pp 1-23 (2024)
The mechanical properties of negative stiffness (NS) metamaterial could be customized and tuned in a wide range for various requirements, achieving programmable performances by the design from the aspect of structure and material. This work investiga
Externí odkaz:
https://doaj.org/article/1c6bf0197d2a4413a7ae936eba006f29
Publikováno v:
International Journal of Smart and Nano Materials, Vol 15, Iss 4, Pp 786-810 (2024)
Triply periodic minimal surface (TPMS) structures with excellent properties of stable energy absorption, light weight, and high specific strength could potentially spark immense interest for novel and programmable functions by combining smart materia
Externí odkaz:
https://doaj.org/article/00ed23ca7edc462eabea9fb4e573caea
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03847- (2024)
The utilization of 3D printing in civil engineering has expedited the progression of intelligent construction and building industrialization. A plethora of studies in recent years have contributed to the advancement of 3D printed concrete technology.
Externí odkaz:
https://doaj.org/article/9f6a53c97c3142ddbfdb568f6995640d
Autor:
Danqin Feng, Fuhui Zhang, Jianguo Cai, Yansheng Zhang, Honghong Yan, Yichi Yang, Hongxiu Zhong, Huiming Ye
Publikováno v:
BMC Women's Health, Vol 24, Iss 1, Pp 1-7 (2024)
Abstract Objective Vaginal microbiota evaluation is a methodology widely used in China to diagnose various vaginal inflammatory diseases. Although vaginal microbiota evaluation has many advantages, it is time-consuming and requires highly skilled and
Externí odkaz:
https://doaj.org/article/0ff4cccfac4b4ee882de294b4cd5e776
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e02892- (2024)
To study the structural behavior and failure modes of 3D printed concrete walls under eccentric axial compression, ten 3D printed concrete wall specimens were designed with varying strength grade of concrete material, cross-sectional forms, and reinf
Externí odkaz:
https://doaj.org/article/432d332b590542a0a696803eaad630f8
Publikováno v:
Communications Engineering, Vol 3, Iss 1, Pp 1-9 (2024)
Abstract Kirigami provides a powerful strategy to transform two-dimensional elements into complex three-dimensional functional structures with lengths ranging from nanoscale to microscale and macroscale. The stability and programmability of forming t
Externí odkaz:
https://doaj.org/article/de9e5aa4b5584910beac92a872063311
Autor:
Ye Wang, Qunshan Xu, Jianguo Cai, Lijin Zheng, Weilun Zuo, Jumei Liu, Jiali Cao, Mingxin Lin, Hongli Liu, Huiming Ye
Publikováno v:
Practical Laboratory Medicine, Vol 40, Iss , Pp e00417- (2024)
Introduction: Sexually transmitted infections (STIs) are among the most common infectious diseases worldwide, often leading to coinfections. Timely detection of genital tract pathogens in at-risk populations is crucial for preventing STIs. We evaluat
Externí odkaz:
https://doaj.org/article/a417c62c699f48debeeaf33fc692b13f
Autor:
Libo Zhang, Guangdong Liu, Guang Liu, Huiyun Xin, Jianguo Cai, Alfrendo Satyanaga, Ruize Zhang, Guoliang Dai
Publikováno v:
Buildings, Vol 14, Iss 9, p 2768 (2024)
This study analyzes the nonlinear seismic behavior of cluster-connected prefabricated shear walls under varying axial compression ratios. The investigation focuses on the connectivity of shear wall segments assembled using cluster connections rather
Externí odkaz:
https://doaj.org/article/b1968723e0e0456e8d2b6bd9f311a804
Publikováno v:
Machines, Vol 12, Iss 8, p 576 (2024)
Curvature theory, a fundamental subject in kinematics, is typically addressed through the concepts of instantaneous invariants and canonical coordinates, which are pivotal for the generation of mechanical paths. This paper delves into this subject wi
Externí odkaz:
https://doaj.org/article/88bcefb26eaa492790b60d352dd14ec4
Autor:
Zirui He, Xiaohan Zhang, Hailong Yang, Shuai Li, Jianguo Cai, Alfrendo Satyanaga, Ruize Zhang, Guoliang Dai
Publikováno v:
Buildings, Vol 14, Iss 7, p 2247 (2024)
The reinforced part at the bottom of high-rise assembled monolithic concrete shear wall structures generally uses cast-in-place concrete due to high elastic–plastic deformation capacity requirements, which limits the advantages of prefabricated she
Externí odkaz:
https://doaj.org/article/fa5b048de18b4302b6c12ce69022760d