Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Qianjin Shu"'
Publikováno v:
Buildings, Vol 14, Iss 10, p 3166 (2024)
The overall reinforcement of soft soil foundation has the disadvantages of large engineering quantity and high cost. When the pile foundation bears horizontal loads in the soil, the mechanical properties of the soil near the surface have a greater im
Externí odkaz:
https://doaj.org/article/92ba369a7e714d69bd50021aa91a8fe1
Publikováno v:
European Journal of Environmental and Civil Engineering. :1-27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bac0385e42cdbf0c3ce2b86fb3b972f3
https://doi.org/10.1080/19648189.2023.2200464
https://doi.org/10.1080/19648189.2023.2200464
Publikováno v:
European Journal of Environmental and Civil Engineering. 27:1447-1466
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3dcaea14fae0b7ab3629ea3fb8e53fb
https://doi.org/10.1080/19648189.2022.2085182
https://doi.org/10.1080/19648189.2022.2085182
Publikováno v:
Engineering Structures. 279:115552
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7bc55759d7fcddb29b20ff778bddf0f9
https://doi.org/10.1016/j.engstruct.2022.115552
https://doi.org/10.1016/j.engstruct.2022.115552
Publikováno v:
European Journal of Environmental and Civil Engineering. 25:1364-1378
The early-age mechanical properties of ordinary concrete after a thermal cycle are investigated in this paper, to provide information on the residual safety of concrete structures after a fire occu...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1caac34517143e4f042118fa1f4e6256
https://doi.org/10.1080/19648189.2019.1578269
https://doi.org/10.1080/19648189.2019.1578269
Publikováno v:
Construction and Building Materials. 337:127617
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3610468891476fb61b01d10f39adda56
https://doi.org/10.1016/j.conbuildmat.2022.127617
https://doi.org/10.1016/j.conbuildmat.2022.127617
Publikováno v:
Journal of Building Engineering. 46:103707
The quasi-static tests and finite element simulations of one shear wall without openings and three shear walls with the same total area but different arrangement of post-construction openings were carried out. The failure modes, ultimate loading capa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4ac766eafe12b70520b40788610de86
https://doi.org/10.1016/j.jobe.2021.103707
https://doi.org/10.1016/j.jobe.2021.103707
Publikováno v:
Thin-Walled Structures. 131:619-630
In this paper, two 1:2 scaled substructure models for a typical 110 kV transmission tower were designed and fabricated. The scaled tower substructure models were tested subjected to the stretching movements of horizontal ground surface under differen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5eca37c7297e3d2a4f352bf3e5c651a6
https://doi.org/10.1016/j.tws.2018.07.020
https://doi.org/10.1016/j.tws.2018.07.020
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 171:663-675
This paper presents the results of eight seismic performance tests on end-perforated reinforced concrete beams strengthened with carbon-fibre-reinforced polymer sheets. The beams had different sizes of perforations and strengthening arrangements and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb497fc8c94d00612896b351620b0df0
https://doi.org/10.1680/jstbu.17.00010
https://doi.org/10.1680/jstbu.17.00010