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A S. Modeling of the conjugate radiation and conduction problem in a 3D complex multi-burner furnace [J]. Thermal Science, 2012, 16(4): 1187-1200. [5] ZARE M, NASSAB S A G. Combined radiative......
sets to train an end-to-end convolutional neural network for 3D seismic fault segmentation[J]. Geophysics, 2019, 84(3): IM35-IM45. [20] SOUZA J F L, SANTOS M D, MAGALHAES R M, et al. Automatic......
: 50-63. DOI: 10.1016/j.engfracmech.2016.12.003. [26] MUNOZ H, TAHERI A, CHANDA E K. Pre-peak and post-peak rock strain characteristics during uniaxial compression by 3D digital image correlation [J]. Rock......
Table 2 2D or 3D vibration of pipe free-end at various flow velocity 管道末端三维动力学行为通过两个平面内的运动叠加形成,从整体上分析在平均速度不同时管道的平面和三维振动,如表2所示.其中,横线代表无振动,竖线代表二维平面振动,右上斜线(/)代表管道由二维向三维振动过渡,网格代表三维振动.管内流速低于0.001时,管..."8"形的极限环运动,对应于表2中的网格部分. 图10 管道自由端三维运动轨迹图 Fig. 10 3D oscillation trajectories of free-end of pipe 4 结论 1) 当无量纲平均流速uf<0.001时,管道稳定;0.005时,x-y平面内稳定,x-z平面颤振失稳,开始出现多波峰概周期振动;随着速度增大,x-y平面继续......
(a), it is clear that as the feeding speed increases from 225 to 325 cm3/min, the increasing rate of grade is high, i.e., 0.78% to 3.15%. The grade decreases because of the increase in the underflow. 3D response......
: 10.1021/nn1000035. [19] SHI Qiu-rong, CHA Y W, SONG Yang, LEE J I, ZHU Cheng-zhou, LI Xiao-yu, SONG M K, DU Dan, LIN Yue-he. 3D graphene-based hybrid materials: Synthesis and applications in energy storage......
Shan-liang and SHEN Zhi-qi. WANG Xiao-jing established the mathematical model of the sealed chamber under different buffer structures. HU Shan-liang and SHEN Zhi-qi established 3D model and conducted......
stress; is the effective plastic strain; and is the effective strain in the current state. To compare the degree of damage to different rolled pieces at different positions in the Deform 3D software......
to identify 3D objects from their shapes. It contains images of 50 toys that fall into five categories: tetrapods, people, planes, trucks, and cars. The training set consists of a test set of five......
vibration of piles in 3D axisymmetric soil based on fictitious soil pile method [J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 885-892. http:// www.cnki.com.cn/Article......