ࡱ! !` @AWN9400 8.>>` ^^b b b b ^rrrr8DtrE b x x x x h 4 0 ) hD0 b b x x b b 0 b b x x x x x x 0  0 0 x x 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0   3ubUxXxvzuc[Ye^[ybh Y TRxUTY  NNb/gLR^ N~f[y b NNW TywlN)Y6ql] zNx0820 N~f[y TyllPЏ] zNx082003 3ub{|+RbN /f&T!hYNXT|QL&T -NVwl'Yf[SN f[MORlQ[6Rh 2020 t^ 12 g 9 ekX I*NNiQY TRxUTY'` +R7uQut^g1991-11-28leIle@b(WUSMO:ghNPЏ] zf[bT|5u݋15810556969NNb/gLR^[Le2018-09-14L?eLRNLegTf[SZSXxvzugTf[MOZSXkNe2018-06-01kNf[!h-NVwl'Yf[SN kNNN[hQyf[N] zb\NMb2018t^eQ f[!hRt^b\NMb2019t^eQ )Yq\Rt^NMbRSRUOf[/gVSO NUOLRISO/TC 67/SC 2/WG 26 Committee memberVEhQS~~ llPЏNNYXTOYXT V:gh] z^OSOOXTޏ~JSt^N N(WVYؚ4ls^'Yf[bW Txvz:ggNNxvzbf[`Nv~S b(WN,gNNWvsQvONNt^N N]\O~S b(WONZSXTyx]\OzNNZSXTxvz]\Ov~S2017.06-2018.06(WRb'Y?\/OTX'Yf[] zf[bW(gNsX|ZSXTTW{QII*NNYeN]\O~S200809-201206 -NVwl'Yf[SN f[X201209-201806 -NVwl'Yf[SN ZSX201809-201911 llPЏ] z| ^III,gNяVt^yf[xvz`QGl;`N,{N\O(W,{Nf[yNN3ub|QNUxXxvzuc[Ye^vNXT,gNSN:N,{N\O N T (W,gf[yWVQY͑g RSheqQ 15 { vQ-NSCI6eU_vg ReVY 12 {0VQ 0 { EI6eU_vg ReVY 1 {0VQ 0 { SSCI6eU_vg ReVY 0 {0VQ 0 { CSSCI6eU_vg Re 0 { -Ne8h_g Re 2 {VQYg RRRNg R;NRUSMO@b(WV:NQ 0ybbgVYRqQ 1 y vQ-NV[~ 0 y w萧~NI{ 1 y w萧~NI{ 0 y0 \O:N,{NSfN_,gf[yWvSfN)R 0 y [(ueWN)R 4 y0vMR;NcyxyvqQ 4 y vQ-NV[6qyf[Wёyv 1 y V[>yOyf[ёyv0 y w萧~yxWёyv 2 y !h~yxWёyv 1 y0яVt^yx~9qQ 218.00 NCQ t^GW 54.50 NCQ0  = 4 \* ROMAN IV,gNяVt^(W3uUx[f[yNNwQ gNh'`vyf[xvz`QN,{N\Ob,{N\OShvwQ gNh'`vf[/ge[^S] hQ\O.({) T. R T.QHrt^g,wSS(gS):wbku.6eU_`QEI0SCI0SSCI0CSSCI08h_,vQ-NSCI6eU_g Rlfg RV+RNg R;NRUSMO@b(WV:NQ 0JCR'Y{|R:STq_TVP[t^N [^S] \O.NW T.Hr,g.QHr0W:QHr,QHrt^g:wbku.W[pe[01] RxUTY*0 _[.Numerical analysis and strength evaluation of an exposed river crossing pipeline with casing under flood load.Periodica Polytechnica Civil Engineering.2019-12-15.62.SCI.,{V'Y:S.0.636(2018)[02] RxUTY*0 _[0Onyekachi Ndubuaku.Effects of stress-strain characteristics on local buckling of X80 pipe subjected to strike-slip fault movement.Journal of Pressure Vessel Technology, Transactions of ASME.2018-05-15.140.SCI.,{V'Y:S.1.182(2018)[03] RxUTY*0 _[0Z\?lbc.Mechanical response of buried polyethylene pipelines under excavation load during pavement construction.Engineering Failure Analysis.2018-03-15.90.SCI.,{V'Y:S.2.157(2018)[04] RxUTY*0 _[0s[ h.Local Buckling Behavior and Plastic Deformation Capacity of High-Strength Pipe at Strike-Slip Fault Crossing.Metals.2018-01-15.8.SCI.,{ N'Y:S.1.704(2018)[05] RxUTY*0 _[0s[ h.Nonlinear finite element analysis of the limit state and pressure of dented X60 steel pipeline.Mechanika.2017-12-15.23.SCI.,{V'Y:S.0.529(2017)[06] RxUTY0 _[*04T4.Buckling failure mode analysis of buried X80 steel gas pipeline under reverse fault displacement.Engineering Failure Analysis.2017-01-15.77.SCI.,{ N'Y:S.2.157(2017)[07] RxUTY*0 _[0Ig.Numerical and Experimental Study on Critical Crack Tip Opening Displacement of X80 Pipeline Steel.Mechanika.2017-04-15.23.SCI.,{V'Y:S.0.529(2017)[08] RxUTY*0 _[0~SfwZ.Strain demand prediction method for buried X80 steel pipelines crossing oblique-reverse faults.Earthquakes and Structures.2017-05-15.12.SCI.,{V'Y:S.1.309(2017)[09] RxUTY*0 _[04T4.eB\\O(u NW0WX80{Sv^~'`H\fRg.llPЏ.2017-01-15.1.8h_[10] RxUTY*0 _[0Yh.eB\\O(u Nwm^{S^Sv9eۏ㉐gRgel.llPЏ.2020-02-29.2.8h_[11] Nima Mohajer Rahbari0Yh0RxUTY*.Post-Buckling Failure Modes of X65 Steel Pipe: An Experimental and Numerical study.ASME Journal of Pressure Vessel Technology.2018-08-15.140.SCI.,{V'Y:S.1.182(2018)[12] _[0RxUTY*.0W(~p[\O(u Nll{S^S{!jWc.llPЏ.2017-01-15.1.8h_[13] s[ h0k^hQ0 RxUTY*0 _[.N80l{c{~Tcv^RRgN1YHeċ0O.-NV[hQuNyf[b/g.2017-05-15.13.8h_[14] 4T4*0 _[0RxUTY.pneB\MOy\O(u NX80)Y6ql{Sv{lTt:\[Rg.-NV[hQuNyf[b/g.2017-06-15.13.8h_[15] ѐ)P0 _[0 _KQ?e0RxUTY*.WN^y~Q~vpneB\\O(u NX80{S^SKm.-NV[hQuNyf[b/g.2018-02-15.14.8h_[16] RxUTY*0 _[0Yh.Buckling behavior of buried steel pipeline under compression strike-slip fault.Proceedings of the 2017 ASME Pressure Vessels & Piping Conference.2017-07-15.2017.EI[17] Kai Wu0Hong Zhang0Xiaoben Liu*.Stress and strain analysis of buried PE pipelines subjected to mechanical excavation.Engineering Failure Analysis.2019-12-01.v 106.SCI.,{ N'Y:S.2.897(2020)[18] Xiaoben Liu, Mengying Xia, Dinaer Bolati.An ANN-based failure pressure prediction method for buried high-strength pipes with stray current corrosion defect.Energy Science and Engineering.2020-01-01.v 8,n 1,p248-259.SCI.,{ N'Y:S.2.631(2020)[19] Xiaoben Liu0Hong Zhang*0Kai Wu.A refined analytical strain analysis method for offshore pipeline under strike-slip fault movement considering strain hardening effect of steel.SHIPS AND OFFSHORE STRUCTURES.2020-02-07.wS: 15 g: 2 u: 215-226.SCI.,{V'Y:S.1.47(2020)[20] Xiaoben Liu0 Hong Zhang*0Mengying Xia.A closed-form solution for stress analysis of hollow cylinder structure under non-uniform external load and its engineering application.JOURNAL OF ENGINEERING RESEARCH.2020-03-01.wS: 8 g: 1 u: 72-88.SCI.,{V'Y:S.0.6(2020)[21] Xiaoben Liu0Qian Zheng0Kai Wu.Development of a novel approach for strain demand prediction of pipes at fault crossings on the basis of multi-layer neural network driven by strain data.Engineering Structures.2020-01-01.v 214,.SCI.,{ N'Y:S.3.548(2020)[22] Kai Wu0Xiaoben Liu*0Hong Zhang.Fracture response of 1422-mm diameter pipe with double-V groove.Engineering Failure Analysis.2020-06-15.115.SCI.,{ N'Y:S.2.897(2020)[01] 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