Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Nianduo Wu"'
Autor:
Shaole Yu, Yujian Zhang, Wenying Zhang, Ligang Qi, Jianxun Yuan, Lianping Yang, Hao Cao, Yanpei Li, Hua Chen, Nianduo Wu, Enqin Hong, Xin Yu, Junjun Pan, Kun Zou
Publikováno v:
Buildings, Vol 14, Iss 6, p 1710 (2024)
The Ningbo International Conference Center Project incorporates elements of Chinese traditional culture into its architectural style, resulting in the world’s first cantilever bridge international conference center. During the construction process,
Externí odkaz:
https://doaj.org/article/3a014e00e7474b6896f5453f9f3b65c3
Autor:
Jianian He, Baolong Wu, Nianduo Wu, Lexian Chen, Anyang Chen, Lijuan Li, Zhe Xiong, Jiaxiang Lin
Publikováno v:
Metals, Vol 12, Iss 4, p 597 (2022)
Bolted ball-cylinder (BBC) joints are suitable for non-purlin space structures to effectively reduce structure height and save material costs. In this paper, we present a numerical and theoretical study for high-strength steel BBC joints at elevated
Externí odkaz:
https://doaj.org/article/55eef3f3e2064c07ae272cef9ca7566d
Publikováno v:
International Journal of Steel Structures. 18:1350-1362
Full-scale experimental study and numerical analysis on behaviors and failure mechanisms of full high strength steel extended endplate connections in fire have been carried out and presented in this paper. The experimental behaviors of the connection
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::36714ba9da417bc1bad20d18b0aa9855
https://doi.org/10.1007/s13296-018-0130-y
https://doi.org/10.1007/s13296-018-0130-y
Publikováno v:
International Journal of Steel Structures. 18:609-634
In order to reveal more information and better understanding on the behavior and failure mechanisms of high strength steel (HSS) extended endplate connections at ambient temperature and after fire, an experimental and theoretical study has been condu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8d2f5ed61ae7b1be4aed1068c6bfe88
https://doi.org/10.1007/s13296-018-0020-3
https://doi.org/10.1007/s13296-018-0020-3
Publikováno v:
Journal of Structural Fire Engineering; 2017, Vol. 8 Issue 2, p202-214, 13p