Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Deng-Hu Jing"'
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 46:3571-3589
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f72b8feb3fc20074483f278dd966701f
https://doi.org/10.1007/s40996-022-00847-4
https://doi.org/10.1007/s40996-022-00847-4
Publikováno v:
Journal of Earthquake Engineering. 26:5927-5957
The performance of a new type of concrete columns reinforced with multi-tied spiral transverse reinforcements called MTSTR columns has not yet been investigated and compared with other types of col...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f91c08208dc018e4310263cc4475108
https://doi.org/10.1080/13632469.2021.1914241
https://doi.org/10.1080/13632469.2021.1914241
Publikováno v:
Periodica Polytechnica Civil Engineering.
An RC shear wall (wall1), a composite shear wall composed of a single external steel plate connected to a concrete panel (wall2), a composite shear wall constructed from two external steel plates connected to an internal concrete panel (wall3) and fi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::152e6ed17eaa2bf6cf8cdee32101fb50
https://doi.org/10.3311/ppci.16944
https://doi.org/10.3311/ppci.16944
Publikováno v:
Periodica Polytechnica: Civil Engineering; 2021, Vol. 65 Issue 4, p1134-1152, 19p
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 592:012107
Using steel strips to strengthen the existing unreinforced masonry walls has competitive advantages, which includes no wet work, avoidance of formwork, time saving, ease of installation, minimal increase of dimensions, no requirement for material str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::facfd6acf65305ea329e89f43045e8a0
https://doi.org/10.1088/1757-899x/592/1/012107
https://doi.org/10.1088/1757-899x/592/1/012107
Publikováno v:
Steel & Composite structures. 13:123-137
Steel plate-masonry composite structure is a newly-developed type of structural technique applicable to existing masonry buildings by which the load-bearing walls can be removed for large spaces. This kind of structure has been used in practice for i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc68658da78567128db1bd0333168376
https://doi.org/10.12989/scs.2012.13.2.123
https://doi.org/10.12989/scs.2012.13.2.123
Publikováno v:
Advanced Materials Research. :694-698
A total of 32 circular-section concrete columns confined by CFRP sheet were tested in uniaxial compression involved in different preload ratio, concrete strength and CFRP plies. The failure characteristic and mechanics behavior of confined concrete c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a8d90492ca7e20fd57eb8943a48be88
https://doi.org/10.4028/www.scientific.net/amr.255-260.694
https://doi.org/10.4028/www.scientific.net/amr.255-260.694
Publikováno v:
Advanced Materials Research. :591-595
The steel-plate-masonry composite structure is an innovative type of structural scheme popular in masonry structures with load-bearing walls removed for a large space. A total of 4 column specimens under static loading were tested to mainly study the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e1559bacf3bef6ed87eb2e93db626ee
https://doi.org/10.4028/www.scientific.net/amr.255-260.591
https://doi.org/10.4028/www.scientific.net/amr.255-260.591
Publikováno v:
Steel & Composite Structures (1229-9367); Aug2012, Vol. 13 Issue 2, p123-137, 15p
Publikováno v:
IOP Conference Series: Materials Science & Engineering; Sep2019, Vol. 592 Issue 1, p1-1, 1p