Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Ke-Jing Zhou"'
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
Publikováno v:
Engineering Structures. 264:114417
Publikováno v:
Engineering Structures. 265:114500
Publikováno v:
Engineering Structures. 239:112282
In this paper, a mechanics based analytical truss model is proposed to predict the shear strength and deformation of conventionally reinforced coupling beams with span-to-height ratios less than 1.75 (referred to as short coupling beams). The model c
Publikováno v:
JOURNAL OF NATURAL RESOURCES. 36:2294