Zobrazeno 1 - 10
of 11 431
pro vyhledávání: '"Projection method"'
Autor:
Wang, Hongni1 (AUTHOR) wanghongni@mail.sdufe.edu.cn, Li, Na1 (AUTHOR) lina@sdufe.edu.cn, Zhou, Yanqiu2 (AUTHOR) 100002146@gxust.edu.cn, Yan, Jingxin3 (AUTHOR) yanjingxin22@mails.ucas.ac.cn, Jiang, Bei4 (AUTHOR) bei1@ualberta.ca, Kong, Linglong4 (AUTHOR) lkong@ualberta.ca, Yan, Xiaodong5 (AUTHOR) lkong@ualberta.ca
Publikováno v:
Entropy. May2024, Vol. 26 Issue 5, p376. 16p.
Autor:
Kovtun, Viacheslav1 (AUTHOR) kovtun_v_v@vntu.edu.ua, Zaitseva, Elena2 (AUTHOR), Levashenko, Vitaly2 (AUTHOR), Grochla, Krzysztof1 (AUTHOR), Kovtun, Oksana3 (AUTHOR)
Publikováno v:
Entropy. Dec2023, Vol. 25 Issue 12, p1567. 20p.
Publikováno v:
Application Research of Computers / Jisuanji Yingyong Yanjiu. Sep2022, Vol. 39 Issue 9, p2608-2614. 7p.
Publikováno v:
Journal of Inequalities and Applications, Vol 2024, Iss 1, Pp 1-18 (2024)
Abstract We propose two hybrid methods for solving large-scale monotone systems, which are based on derivative-free conjugate gradient approach and hyperplane projection technique. The conjugate gradient approach is efficient for large-scale systems
Externí odkaz:
https://doaj.org/article/1cee506cfefb44c7a5b104c1d8f5549e
Publikováno v:
Archives of Civil Engineering, Vol vol. 70, Iss No 2, Pp 59-77 (2024)
Precise determination of the location of underground utility networks is crucial in the field of civil engineering for: the planning and management of space with densely urbanized areas, infrastructure modernization, during construction and building
Externí odkaz:
https://doaj.org/article/08341110a1d542c18e78427202105953
Autor:
Huang, Jiawei1 (AUTHOR) hjw0330@mail.ustc.edu.cn, Qin, Ruizhe1 (AUTHOR) red46@mail.ustc.edu.cn, Yang, Fan1 (AUTHOR) yang208@mail.ustc.edu.cn, Ding, Hu1 (AUTHOR) huding@ustc.edu.cn
Publikováno v:
International Journal of Computational Geometry & Applications. Sep/Dec2022, Vol. 32 Issue 3/4, p201-225. 25p.
Publikováno v:
Results in Engineering, Vol 23, Iss , Pp 102451- (2024)
In the current study, a non-hydrostatic two-dimensional vertical (2DV) numerical model with a shock-capturing technique is developed to simulate irregular wave breaking on a barred beach. The complete form of the 2DV Reynolds-averaged Navier-Stokes (
Externí odkaz:
https://doaj.org/article/e088e266a901488d95524389c8fbf6ba