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	题名	作者	年代	出处	被引量
1	服装虚拟试衣系统显示文摘	X.Dai 方英王祺明	2000	国外纺织技术(纺织针织服装化纤染整)2000，，10：	25
2	查看详情显示文摘	Y.L.Chen J.G.Analytis J.H.Chu Z.K.Liu S.K.Mo X.L.Qi H.J.Zhang D.H.Lu X.Dai Z.Fang S.C.Zhang I.R.Fisher Z.Hussain and Z.X.Shen		0，，5937：	1
3	查看详情显示文摘	H.J.Zhang C.X.Liu X.L.Qi X.Dai Z.Fang and S.C.Zhang		0，，：	1
4	查看详情显示文摘	w.Zhang R.Yu H.J.Zhang X.Dai and Z.Fang		0，，：	1
5	查看详情显示文摘	J.L.Zhang S.J.Zhang H.M.Weng W.Zhang L.X.Yang Q.Q.Liu S.M.Feng X.C.Wang R.C.Yu L.Z.Cao L.Wang W.G.Yang H.Z.Liu W.Y.Zhao S.C.Zhang X.Dai Z.Fang and C.Q.Jin		0，，：	1
6	查看详情显示文摘	P.Cheng C.Song T.Zhang Y.Zhang Y.Wang J.F.Jia J.Wang Y.Wang B.F.Zhu X.Chen X.C.Ma K.He L.Wang X.Dai Z.Fang X.C.Xie X.L.Qi C.X.Liu S.-C.Zhang and Q.K.Xue		0，，07：	1
7	查看详情显示文摘	R.Yu W.Zhang H.J.Zhang S.-C.Zhang X.Dai and Z.Fang		0，，5987：	1
8	查看详情显示文摘	Y.L.Chen J.G.Analytis J.H.Chu Z.K.Liu S.K.Mo X.-L.Qi H.J.Zhang D.H.Lu X.Dai Z.Fang S.-C Zhang I.R.Fisher Z.Hussain and Z.X.Shen		0，，5937：	1
9	查看详情显示文摘	P.Cheng C.Song T.Zhang Y.Zhang Y.Wang J.F.Jia J.Wang Y.Wang B.F.Zhu X.Chen X.C.Ma K.He L.Wang X.Dai Z.Fang X.C.Xie X.L.Qi C.X.Liu S.C.Zhang and Q.K.Xue		0，，：	1
10	Elimination of a zero-order beam induced by a pixelated spatial light modulator for holographic projection显示文摘	H.Zhang C.Liu X.Qi X.Dai Z.Fang and S.Zhang		0，，30：	1
11	查看详情显示文摘	Y.L.Chen J.G.Analytis J.H.Chu Z.K.Liu S.K.Mo X.L.Qi H.J.Zhang D.H.Lu X.Dai Z.Fang S.C.Zhang I.R.Fisher Z.Hussain and Z.X.Shen		0，，：	1
12	查看详情显示文摘	H.J.Zhang C.X.Liu X.L.Qi X.Dai Z.Fang and S.C.Zhang		0，，：	1
13	查看详情显示文摘	Y.L.Chen J.G.Analytis J.H.Chu Z.K.Liu S.K.Mo X.L.Qi H.J.Zhang D.H.Lu X.Dai Z.Fang S.C.Zhang I.R.Fisher Z.Hussain and Z.X.Shen		0，，：	1
14	Loading-unloading judgement for advanced plastic UH model显示文摘The unified hardening(UH)model proposed by Yao et al.(Geotechnique 2009)is the constitutive model which can consider the influence of the complex stress path and stress history on the deformation and strength of clays reasonably.Firstly,the loading-unloading criterion of material model is defined as the change law of the intersection of current yield surface and the p axis,which makes the loading-unloading in the process of hardening and softening can be unified considered in UH model.Then,the Newton-Raphson method is adopted to attain the nonlinear problems solution in the finite element method of UH model,and the semi-implicit return mapping method is adopted to update stress.The application of the UH model in the finite element is realized.And then,the analyses of triaxial test are performed using the unit prediction and finite element method.The results of the unit prediction method are compared with the experimental results to illustrate the rationality of the UH model.Comparing the results with the unit prediction method and the finite element method,the correctness of the finite element program of the UH model is iUusttated.Further,Ae three-dimensional firdte element andysis of embankment on soft soil is performed by the program.The comparison between the results calculated by the UH model and the modified Cam-clay(MCC)model and the experimental data shows that the UH model is rational in analyzing the actual embankment engineering on soft soil.	X.Feng Y.P.Yao R.N.Li Z.Wan X.Dai	2020	Acta Mechanica Sinica2020，36，4：	1
15	查看详情显示文摘	H.J.Zhang C.X.Liu X.L.Qi X.Dai Z.Fang and S.C.Zhang		0，，06：	1
16	A feature-based image registration algorithm using improved chain-code representation combined with invariant moments显示文摘	X.Dai S.Horram		0，，05：	1
17	Elimination of a zero-order beam induced by a pixelated spatial light modulator for holographic projection显示文摘	H.Zhang C.X.Liu X.L.Qi X.Dai Z.Fang and S.C.Zhang		0，，06：	1
18	查看详情显示文摘	Y.L.Chen J.G.Analytis J.H.Chu Z.K.Liu S.K.Mo X.L.Qi H.J.Zhang D.H.Lu X.Dai Z.Fang S.C.Zhang I.R.Fisher Z.Hussain and Z.X.Shen		0，，5937：	1
19	查看详情显示文摘	Y.Zhang K.He C.Z.Chang C.L.Song L.L.Wang X.Chen J.F.Jia Z.Fang X.Dai W.Y.Shan S.Q.Shen Q.Niu X.L.Qi S.C.Zhang X.C.Ma and Q.K.Xue		0，，：	1
20	查看详情显示文摘	Y.Zhang K.He C.Z.Chang C.L.Song L.L.Wang X.Chen J.F.Jia Z.Fang X.Dai W.Y.Shan S.-Q.Shen Q.Niu X.-L.Qi S.-C.Zhang X.-C.Ma and Q.-K.Xue		0，，：	1

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