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[期刊论文] 作者：Mei Feng DAI,
来源：黑龙江科技学院学报 年份：2008
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
RECENT PROGRESS ON SPHERICAL HARMONIC APPROXIMATION MADE BY BNU RESEARCH GROUP --In memory of Profes
[期刊论文] 作者：Kunyang Wang,Feng Dai,
来源：分析理论与应用：英文刊 年份：2007
象在 1990 一样早，孙永生教授，他的学生在北京师范大学建议了在联合起来的范围上考虑研究问题。在他的指导和鼓励下面，他的学生在球形的泛音分析和近似上开始了研究。在这篇论文......
[期刊论文] 作者：PAN Feng,DAI Lian-Rong,
来源：黑龙江科技学院学报 年份：2003
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
RECENT PROGRESS ON SPHERICAL HARMONIC APPROXIMATION MADE BY BNU RESEARCH GROUP-In memory of Professo
[期刊论文] 作者：Kunyang Wang,Feng Dai,
来源：分析、理论与应用（英文版） 年份：2004
As early as in 1990, Professor Sun Yongsheng, suggested his students at Beijing Normal University to consider research problems on the unit sphere. Under his gu...
[期刊论文] 作者：Lu Feng,Dai Xi,
来源：中国物理B（英文版） 年份：2012
...
RECENT PROGRESS ON SPHERICAL HARMONIC APPROXIMATION MADE BY BNU RESEARCH GROUP-In memory of Professo
[期刊论文] 作者：Kunyang Wang,Feng Dai,
来源：黑龙江科技信息 年份：2007
本文通过对荣华二采区10...
A review of experimental and theoretical research on the deformation and failure behavior of rocks s
[期刊论文] 作者：Yi Liu,Feng Dai,
来源：岩石力学与岩土工程学报:英文版 年份：2021
Rock engineering is highly susceptible to cyclic loads resulting from earthquakes,quarrying or rockbursts.Acquiring the fatigue properties and failure mechanism of rocks is pivotal for long-term stability assessment of rock engineering stru......
Summability of Fourier-Laplace Series with the Method of Lacunary Arithmetical Means at Lebesgue Poi
[期刊论文] 作者：Feng DAI,Kun Yang WANG,
来源：黑龙江科技学院学报 年份：
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
[期刊论文] 作者：Feng DAI,Kun Yang WANG,
来源：黑龙江科技学院学报 年份：
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
[期刊论文] 作者：Feng Dai,Zifu Qin,Wenbo Wang,
来源：美中经济评论：英文版 年份：2005
...
Derivative Process Model of Development Power in Industry： Empirical Research and Forecast for Chine
[期刊论文] 作者：Feng Dai,Baohua Sun,Jie Sun,
来源：美中经济评论：英文版 年份：2004
...
[期刊论文] 作者：YU Yushuai,LOU Feng,DAI Pingyu,
来源：地质学报：英文版 年份：2018
...
[期刊论文] 作者：YU Yushuai,LOU Feng,DAI Pingyu,
来源：黑龙江科技学院学报 年份：2018
为探究吕家坨井田地质构造格局,根据钻孔勘探资料,采用分形理论和趋势面分析方法,研究了井田7...
[期刊论文] 作者：Guan Feng,Dai Chang-Jian,Zhao Hong-Ying,
来源：中国物理B（英文版） 年份：2008
Two-step excitation and ionization processes are used to detect Sm atoms in many excited states populated with tunable lasers.The wavelength of the first laser...
[会议论文] 作者：Zhou Qing Feng,Dai Dong Hui,
来源：2017年世界交通运输大会 年份：2017
Transit oriented development(TOD)is a strategy widely used to achieve the sustainable development of transportation-land-use integration at metro station areas,clearly not all implementations of TOD a...
Experimental and numerical investigation on the mechanical responses and cracking mechanism of 3D co
[期刊论文] 作者：Wei You,Feng Dai,Yi Liu,
来源：岩石力学与岩土工程学报（英文版） 年份：2022
Accurately characterizing the mechanical responses and cracking mechanism of three-dimensional confined fractured rocks under coupled static-dynamic loading is of paramount importance for under-ground engineering construction.Using a modifi......
[期刊论文] 作者：ZHANG Da,YE Kai,LIANG Feng,DAI YongNian,
来源：中国科学：技术科学（英文版） 年份：2021
High-quality graphene is prepared by arc discharge with low cost under hydrogen atmosphere.However,the growth mechanism of graphene synthesis by arc discharge remains unclear.In this paper,the hydrogen-induced marginal growth (HIMG) model i......
Fast Marching Method for Microseismic Source Location in Cavern-Containing Rockmass:Performance Anal
[期刊论文] 作者：Ruochen Jiang,Feng Dai,Yi Liu,Ang Li,
来源：工程（英文） 年份：2021
Microseismic (MS) event locations are vital aspect of MS monitoring technology used to delineate the damage zone inside the surrounding rock mass.However,complex geological conditions can impose significantly adverse effects on the final lo......
[期刊论文] 作者：CAI Feng,DAI Chunshan,Chen Jianwen,LI Gang,SUN Ping,
来源：黑龙江科技信息 年份：2005
本文通过对荣华二采区10...
Investigation of the influence of intermediate principal stress on the dynamic responses of rocks su
[期刊论文] 作者：Wei You,Feng Dai,Yi Liu,Hongbo Du,Ruochen Jiang,
来源：矿业科学技术学报:英文版 年份：2021
Precisely understanding the dynamic mechanical properties and failure modes of rocks subjected to true triaxial stress state(σ1>σ2>σ3,whereσ1,σ2,andσ3 are the major principal stress,intermediate principal stress,and minor principal st......
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