Nonflammable 发表于 2025-3-23 12:34:49
http://reply.papertrans.cn/89/8853/885279/885279_11.pngPde5-Inhibitors 发表于 2025-3-23 16:36:40
Tao Han,Xiaozhong Li,Hao Yangadvanced fuzzy arithmetic is applied. Uncertainty in model parameters, especially due to simplification and idealization during the modeling process, is considered as epistemic uncertainty. Therefore, the effects of uncertain model parameters represented as fuzzy numbers are investigated by simulati愉快吗 发表于 2025-3-23 22:02:33
http://reply.papertrans.cn/89/8853/885279/885279_13.pngcollagenase 发表于 2025-3-24 00:15:37
http://reply.papertrans.cn/89/8853/885279/885279_14.pngobjection 发表于 2025-3-24 06:01:51
Lei Xu,Haoliang Tian,N. R. Obouakaadvanced fuzzy arithmetic is applied. Uncertainty in model parameters, especially due to simplification and idealization during the modeling process, is considered as epistemic uncertainty. Therefore, the effects of uncertain model parameters represented as fuzzy numbers are investigated by simulatiepidermis 发表于 2025-3-24 08:09:06
Huixuan Han,Xuxu Zhou,Zhiyi Peiadvanced fuzzy arithmetic is applied. Uncertainty in model parameters, especially due to simplification and idealization during the modeling process, is considered as epistemic uncertainty. Therefore, the effects of uncertain model parameters represented as fuzzy numbers are investigated by simulatiBmd955 发表于 2025-3-24 12:43:44
Xigen Zhang,Jincheng Gao,Hui Zeng,Shenglong Li,Zhenquan Jia,Renjun Yanadvanced fuzzy arithmetic is applied. Uncertainty in model parameters, especially due to simplification and idealization during the modeling process, is considered as epistemic uncertainty. Therefore, the effects of uncertain model parameters represented as fuzzy numbers are investigated by simulati最高点 发表于 2025-3-24 14:52:47
http://reply.papertrans.cn/89/8853/885279/885279_18.png精致 发表于 2025-3-24 20:55:53
http://reply.papertrans.cn/89/8853/885279/885279_19.pngCHOP 发表于 2025-3-24 23:23:25
Research on Load Bearing Performance of Pile Foundation for Superstructure Reconstruction of Bridge e of the old pile foundation increases because the soil around the pile foundation is gradually consolidated. Vertical load-displacement change law of old and new piles are consistent, and the vertical differential settlement of pile top is small, which verifies the rationality of the new pile found