Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Shufei Gao"'
Autor:
Yunfen Feng, Shufei Gao
Publikováno v:
SN Applied Sciences, Vol 4, Iss 9, Pp 1-12 (2022)
Article Highlights The pile-supported wharf can be represented by an equivalent single-degree-of-freedom model for seismic demand analysis. The trilinear backbone curve and Pivot hysteresis rule can mimic the restoring force characteristics of wharf
Externí odkaz:
https://doaj.org/article/993c5ee563f445f2b2cb687281acfab1
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
Due to the rapid development of high-speed railway in China, transmission line systems across the high-speed railway system have become more prevalent in recent years, which highlights the importance of reliable design for systems. The design is gene
Externí odkaz:
https://doaj.org/article/b467c4ee1f6646a99588022906bc8135
Publikováno v:
SIAM Journal on Applied Mathematics; 2024, Vol. 84 Issue 4, p1668-1696, 29p
Publikováno v:
Journal of Engineering; Apr2024, Vol. 2024 Issue 4, p1-13, 13p
Autor:
Tianmei Sun, Yangtai Liu, Shufei Gao, Xiaojie Qin, Zijie Lin, Xin Dou, Xiang Wang, Hui Zhang, Qingli Dong
Publikováno v:
Food Microbiology. 113:104283
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10aad8286465d37ae39232674ea60b91
https://doi.org/10.1016/j.fm.2023.104283
https://doi.org/10.1016/j.fm.2023.104283
Publikováno v:
Ecological Modelling. 479:110310
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d7cf538375dcb6a27437f4b14b4fb22
https://doi.org/10.1016/j.ecolmodel.2023.110310
https://doi.org/10.1016/j.ecolmodel.2023.110310
Dynamic Magnification Factor of Pile-Supported Wharf under Horizontally Bi-Directional Ground Motion
Publikováno v:
Journal of Earthquake Engineering. 25:139-161
This study proposes a generally applicable equation for dynamic magnification factor (DMF) based on the conditions for static equilibrium of an equivalent mechanical model for actual wharf under ho...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6df4dd4e1d1551886e10172c315231b5
https://doi.org/10.1080/13632469.2018.1509808
https://doi.org/10.1080/13632469.2018.1509808
Publikováno v:
Ocean Engineering. 125:12-25
Displacement-based seismic design methods have been used in port industry for decades. For determining demand displacements of pile-supported wharves, the substitute structure method, a nonlinear static demand analysis methodology, is used in current
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39a64f6266d96be8041a4b8670f10f57
https://doi.org/10.1016/j.oceaneng.2016.08.006
https://doi.org/10.1016/j.oceaneng.2016.08.006
Publikováno v:
Journal of Earthquake Engineering. 21:493-530
This study primarily proposes new equivalent damping ratio equations based on Jacobsen’s approach for displacement-based seismic design of pile-supported wharves to account for wharf configurations and soil-pile interaction. It is found that Pivot
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e37a8198286ae364ef3a85f5c4086764
https://doi.org/10.1080/13632469.2016.1172377
https://doi.org/10.1080/13632469.2016.1172377