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ISOPE2018,錯,g-gL^ ,{N\O€O畫簨噀麐 201806,10R1254臑ZS2015310015eh乭NS愬] z乬飠鈒jmw儅廫O(u N褟wmeh乭 N筫wm奮瑆`瞞S3z歔'`xvz, ‐W汻f[ 2017.07 ,{ N\O€ 3R剺擽汻PBLjR汻.晞vb}忼€汻諎寶xvz 塛S?Yf[f[ 2017.08 ,{孨\O€ 4RInfluences of Pile Group Effects on Wave Forces on, challenges, 2017.12, ,{孨\O€ 2RExperimental and numerical modelling of wave forces on coastal Bridge superstructures with box girders, Part I: Regular waves, Ocean Engineering, 2018.02, ,{N\O€ 32.5RExperimental study on mechanical property and pore structure of concrete for shotcrete use in a hot-dry environment of high geothermal tunnels, Construction and Building Materials, 2018.04, 惎媆O€ 32.5R N魚鈒jm\O(u N T眥鬡0X N>e菑 z譙汻xvz, 塛S?Yf[f[ 2018.06 ,{N\O€ 14RInfluence of Current Velocity on Wave-Current Forces on Coastal Bridge Decks with Box Girders, Journal of Bridge Engineering, ,{N\O€ 32.5R,{AS踁J\觺刧錧 z齎Ex▼O 僗匭齎EO畫 2016t^10g12-15錯 麐簨噀 3R123.5ck8^5霑T[f2015310001‐W錧 zSeismic responses of deep buried pipeline under non-uniform excitations from large scale shaking table test Soil Dynamics and Earthquake Engineering 2018.06 ,{N\O€ 32.5R0W梊O(u N+T>P渆o?_9YB\渆aW:W0W剉≧汻蚑擽yr'`xvz ‐體汻f[N錧 zf[ 2017.11 ,{N\O€ 19.5R0W梊O(u N+T>P渆o?_9YB\箯aW匭ih剉/_騠豐b_xvz ‐體汻f[N錧 zf[ 2017.08 ,{N\O€ 19.5R^N魜纎盧 N0W N縹/c≧餝諎寶xvz ‐W汻f[ 2017.09 ,{N\O€ 19.5RResponse of flexible monopile in marine clay under cyclic lateral load Ocean Engineering ,{ N\O€d桙[^  5RDynamic Response and Dynamic Failure Mode of a Weak Intercalated Rock Slope Using a Shaking Table Rock Mechanics and Rock Engineering 2016.08 ,{ N\O€d桙[^  5R!j媁諎寶剉R粂鴙嵟k2015300015eh乭NS愬] zUG?W梊O(u N迯韣乭eh蘏騠b梚d鎑Fd/e耂peOS蔛螿桯e済xvz -N齎翑S愌yf[ 2018.06 ,{N\O€ 13R:_桗SY鑽昑€迯韣乭eh螿敄椌嫛xvz Ym_l'Yf[f[錧f[Hr  2018.05 ,{N\O€ 13R苬_aj鰛/eid鎑He擽鵞迯韣乭eh0W椡T擽剉q_蚑xvz  TNm'Yf[f[陙6q褃f[Hr  2018.05 ,{N\O€ 6.5R貧萷0W:SY鑽昑€迯韣乭eh梑桽O鹼xvz eh乭鷁緥 2017.10 ,{N\O€ 6.5R術絒E^€{/e乭ehw儅徴媽xvz 坙3桗^Q{'Yf[f[陙6q褃f[Hr  2017.10 ,{N\O€ 6.5R術€{/e膥T乭ehw儅徴媽xvz 梴汻f[f[ 2018.04 ,{N\O€ 6.5Rz樴Q砽'YehY梷徴媽xvz 鷁Q{褃f[N錧 zf[ 2017.11 ,{N\O€ 3.25R錧\Ow儅弻T貧)n\O(u N旻g乬P柹b詁汻諎寶xvz 翑S恌[ 2018.02 ,{孨\O€ 6R'Y鑽貧惲旓嵅R'`秅鱩軶W馼eh!j媁諎寶xvz 塛S?Yf[f[陙6q褃f[Hr  2017.12 ,{孨\O€ 4R乭ASW[b_ q苸倐剉擽汻茤-NHe擽xvz eh乭鷁緥 2018.02 ,{孨\O€ 2R陙6q痵僗ag鯪 N鱩軶W恄豐剺Km!j媁R 翑S恌[ 2018.07 ,{孨\O€ 6RThe Experimental Study of the Temperature Effect on the Interfacial Properties of Fully Grouted Rock Bolt Applied Science 2017.03 ,{ N\O€ 2RStress Concentration Coefficients of Optimized Cope-Welded Detail Journal of Modern Transportation 2017.12 ,{ N\O€ 2RExperimental Study on Mix Proportion of Fiber Reinforced Cementitious Composites 2nd International Conference on Materials Science, Resource and Environmental Engineering (MSREE 2017)  2017.10 ,{N\O€ 0RPP-ECCPg檈(u嶯昢QX'`饠:S遅剉梑?`齹諎寶xvz -N齎lQ飴f[ 2018.07 ,{N\O€ 13RY鑽昑€迯韣乭eh榺辬;朁\hV耂peOea'`R恎  T梘'Yf[f[錧f[Hr  2018.08 ,{N\O€ 6.5RK{鱩軶W乭^桮WS6e)恄豐陙擽汻R恎 翑S恌[ 2018.08 ,{孨\O€ 4R0R(鄀/e慸Pg檈)鱩軶W駁恄豐3z歔'`R恎 塛S?Yf[f[ 2018.03 ,{ N\O€ 2RN Tt弸S詋 NZ€N飌魚瀀:_鱩軶W梑?`齹諎寶xvz 翑S恌[ 2018.08 ,{N\O€ 13R0R(鄀/e慸Pg檈)睶坢齹礲皒瀌剉eh乭梑?cWW刧 裇fN)R 2017.10 ,{2\O€ 1.3R117.05100.0511媠頂2016300018eh乭NS愬] zAn experimental analysis of the aerodynamic characteristics of a high-speed train on a bridge under crosswinds Journal of Wind Engineering & Industrial Aerodynamics 2018.06 ,{N\O€ 32.5RExperimental study on aerodynamic characteristics of high-speed train on a truss bridge: A moving model test Journal of Wind Engineering & Industrial Aerodynamics 2018.08 ,{N\O€ 32.5RAn analytical model for the fluctuating wind velocity spectra of a moving vehicle, Journal of Wind Engineering & Industrial Aerodynamics 2017.05 ,{ N\O€ 5R4ls^*j螛 N剉鹹≧f弳 仺R螛? -N齎褃f[:€b/g褃f[ 2016.12 ,{ N\O€ 2R螛 NAh乭鵞鹹≧貧Rfl≧yr'`q_蚑剉螛m諎寶 -N齎lQ飴f[ 2018.7 ,{N\O€ 19.513RN蛓(u嶯諎寶黐h宻^剉陙悢^寕偱坣 瀃(u癳媁N)R 2018.7.6 ,{N\O€ 1.65RN蛓陙鎵_剉裯WW艌n 瀃(u癳媁N)R 2018.6.29, ,{N\O€ 1.65R垟鵞\頃_eh乭剉鹹≧Rf徫m!j媁諎寶鹼邁 瀃(u癳媁N)R 2018.7.6 ,{孨\O€ 0.39RThe 35th annual international bridge conference (IBC-35) 2018t^6g11-14錯  僗Y齎EO畫 麐簨噀 10R105.1998.69-N齎lQ飴f[(WW(g錧 zNN歔:NAI{12鵩P渆:_螛S&^蔛@\钀箯aWYBg:W0W剉≧汻蚑擽蔛4xOW!j_xvz ‐體汻f[N錧 zf[ 2017.09 ,{N\O€ 19.5RSeismic responses of the steel-strip reinforced soil retaining wall with full-height rigid facing from shaking table test Journal of Mountain Science 2018.04 ,{N\O€ 19.5R+T>P渆9YB\:W0W≧汻蚑擽R恎剉'Y媁/c≧餝諎寶xvz 塛S?Yf[f[U_(u  2018.05 ,{N\O€ 13RResearch on time frequency analysis method of active earth pressure of rigid retaining wall subjected to earthquake 2018.03 ,{ N\O€ 2RA simplified method to analyze pile-supported and geosynthetic-reinforced embankments and the influence significance analysis of the design parameters Ac  (*046:<\^bhj~€B 钸钚盍钚波爾崅▇yriaUKBh爉%hjCJhchjCJo(h1hhjCJaJo(hjCJaJh1hhjCJhjCJo( hjo(h狚ch1hh狚cCJaJh1hh狚caJh1hh狚cCJo(hRGh狚co(h1hh狚caJo(h~5丆J0OJPJaJ0o(h#5丆J0OJPJaJ0o(h詓5丆J0OJPJaJ0o(h}5丆J0OJPJaJ0o("hRGh狚c5丆J0OJPJaJ0o(*06<BLV\ $Ifgd狚c $$Ifa$gd1h$a$gdL\^b$ $$Ifa$gdjkd$$If杔譃?7 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layer rail dampers in reducing railway vibration and noise, Journal of low frequency and vibration control, 2018.02 ,{孨\O€ 6RInternal noise reduction in railway vehicles by means of rail grinding and rail dampers, Noise Control Engineering Journal, 2017.02 ,{孨\O€ 9REngineered metabarrier as shield from longitudinal waves_ band gap properties and optimization mechanisms, Journal of Zhejiang University-SCIENCE A, 2018.04 ,{ N\O€ 3R癳媁N魚l_鶹hTg媁敄餢g剉&^櫀yr'`xvz 翑S慂^Q{ 2017.12 ,{ N\O€ 0.5R90ck8^14Ngf2015300023eh乭NS愬] z'Y鑽Ah乭琡"}eh/c3z歔猚絜諎寶xvz /c≧N睶鸔 ,{N\O€ 14R絒E^Am縹媁眥乭/c'`齹蔛6R/c猚絜xvz 塛S?Yf[f[ ,{N\O€ 13R^楖[饄媁乭孴Am縹眥l≧'`齹xvz /c≧N睶鸔 ,{N\O€ 13RVortex-Induced Vibration Optimization of a Wide Streamline Box Girder by Wind Tunnel Test KSCE Journal of Civil Engineering ,{N\O€ 13R0R(U_(u,鄀DOI鱏,N圢歔)Buffeting response evaluation of long-span bridges with emphasis on the three-dimensional effects of gusty winds Journal of Sound and Vibration ,{N\O€ 32.5RDirect measurement of the Sears function in turbulent flow Journal of Fluid Mechanics ,{孨\O€ 10R6R(17HrR顅U_W(gNN歔:NA+)Experimental study on vortex-induced vibration of a cable-stayed bridge with flat box girder 9th Asia-Pacific Conference on Wind ,{N\O€ 10R枡J\zzl≧汻f['YOO纘簨噀VY 褃x簨噀VY w钀 ,{N\O€ 30R0R(穬VY+RN燫RX[憉卂歔)N蛓gAh觺TAh乭eh/c慴/c刧 瀃(u癳媁N)R ,{ N\O€ 0.3R0.24R(d桙[^Y:N5篘,抍T,{ N,`S詋8%)135.888.7415 _SfV2015300038S愶N翑S愬] zThiopave9e'`R楓m軶W鼅T諎寶xvz 鷁Q{Pg檈f[ 2018.02 ,{N\O€ 19.5RSimulation of bending fracture test process for asphalt concrete beam based on heterogeneous state, Construction and Building Materials, 2018, ,{N\O€ 50RAsphalt materials used in treatment of pavement distresses at the BRT bus, HKIE Transactions, 2018, ,{N\O€ 7RBRA9e'`R楓m軶W諎寶xvz, lQ飴,2018,,{N\O€ 3.5R焇:g筶昢#n鵞R楒€觺檈剉N)Rq_蚑蔛:gtR 鷁Q{Pg檈f[ 2017.08 ,{ N\O€d桙[^  3R夎恞\:S醠玪R椃Q峇u緥xvz,愌y€b,2017.08,,{N\O€ 3.5R銛(R錧z傂c貧S悈Q4l錶鱩軶W飴b棗b裯'`齹擽(u▼,-NYlQ飴,2016.04 ,{踁\O€ 0R86.5ck8^16媠ZQ臇2015300018eh乭NS愬] zDynamic analysis of interactions between a low-to-medium-speed maglev train and a bridge: field test results for two typical bridges Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 2018.08 ,{N\O€ 32.5R 19.5 W(g錧 zI{A+NO惲xnmRf?W€{/e乭 N袕L垖TY棳`nm鰁剉&€T/c≧諎寶xvz W(g錧 zf[ 2018.09 ,{N\O€ 19.5RVibration and noise characteristics of an elevated box girder paved with different track structures Journal of Sound and Vibration 2018.07 ,{孨\O€ 15R-NNO惲xnmRf?NOn乭鹼邁謟T&€T/c≧xvz 錧 z汻f[ 2017.12 ,{孨\O€ 6R-NNO惲xnmRf?€{/e乭鹼邁&€T/c≧諎寶xvz, 翑S恌[, 2018.02 ,{孨\O€ 6R HYPERLINK "http://kns.cnki.net/kns/detail/detail.aspx?QueryID=9&CurRec=12&recid=&FileName=TDGC201709010&DbName=CJFDLAST2017&DbCode=CJFQ&yx=&pr=&URLID=" \t "_blank" -NNO惲xnmRf?'Y鑽迯韣乭&€T/c≧xvz, 翑S愬] zf[, 2017.09, ,{ N\O€ 2R 1R B+Dynamic property analysis of at-ground structure under moving maglev train,  HYPERLINK "https://link.springer.com/journal/40864" \o "Urban Rail Transit" Urban Rail Transit 2017.09, ,{N\O€ 3.25RDynamic responses of low medium speed maglev train simply supported beam interaction system,  HYPERLINK "https://link.springer.com/journal/40864" \o "Urban Rail Transit" Urban Rail Transit 2017.09, ,{孨\O€ 1.5RN Th廠愑~刧媁_鵞貧秅眥乭觺刧jV餢剉q_蚑 W(g錧 zf[ U_(u ,{ N\O€ 3R-NNO惲xnmh廠?eh乭鹼邁謟T/c≧ O恲r'`xvz /c≧N睶鸔 U_(u ,{孨\O€ 6RN Teh_鵞-NNO惲xnmRf?eh乭鹼邁&€T/c≧q_蚑剉諎寶xvz /c≧N睶鸔 U_(u ,{孨\O€ 4R98.7584.7517?b馹2016310008eh乭NS愬] zVehicle bridge coupling dynamic response of sea-crossing railway Advances in Structural Engineering, 2018.05 ,{N\O€ 19.5R螛-jmT€T\O(u N'Y鑽eh乭f?eh&€T/c≧R恎 -N齎lQ飴f[ 2018.07 ,{N\O€ 21R鈒jm\O(u N鑽wm'YehRf弍峀?`xvz 塛S?Yf[f[ 2017.12 ,{N\O€ 14R鑽wmeh乭螛jmAmw儅從~T蔛≧汻蚑擽R恎 塛S?Yf[f[ 2018.08Q軂枡裇  ,{1\O€ 130R-N00駛膲僺Q嶯鑽wmeh乭ih鶺鈒jm汻剉鵞詋 eh乭鷁緥 2016.12 ,{N\O€ 6.5R鑽wm'Yeh\:\ N钀觺刧^椏~'`鈒jmw儅R恎 翑Sh芉緥 2017.05 ,{N\O€ 5RWind tunnel tests on flow fields of full-scale railway wind barriers wind and structure 2016.12 ,{ N\O€  3R'Y鑽gAh燫睷乭eh€{S鷁!j筫誰xvz 翑Sh芉緥 2017.11 ,{孨\O€  1R9TH Asia-Pacific Conference on Wind Engineering (APCWE9), 2017.12.3-2017.12.7, 僗Y齎EO畫 麐 10R9380Q軂枡裇N圢歔18hg蛜梘2015310013eh乭錧 zNumerical Study on Characteristics of Dam-break Wave, Ocean Engineering 2018,,{N\O€,32.5RComparative Study on Calculation Methods of Dam-break Wave Journal of Hydraulic Research ,2018,,{N\O€,19.5R艌M_Wb_ehwmxU睶鸔汻諎寶xvz,-N齎lQ飴f[,2018,,{N\O€,13RU媭鵞 q N魚瞮砇聢箏擽汻:_郪P[R恎,eh乭鷁緥,,{N\O€,6.5R瀃(u癳媁N)R: N蛓(u嶯絒4l齣瑆魰僴]W瀃寶剉5u鴷钑,2018,,{N\O€,1.95R瀃(u癳媁N)R:  HYPERLINK "http://www2.soopat.com/Patent/201721668198" \t "_blank" N蛓(u嶯觺刧4l≧汻瀃寶剉ihMOn寕偱坣,2018,,{踁\O€,0.18R瀃(u癳媁N)R: N蛓4l齣Km汻迯/e秅,2018,,{孨\O€,0.6R瀃(u癳媁N)R: N蛓僴]W猒痵4l齣,2018,,{N\O€,1.95R76.18ck8^19u峸mk20163000132杶p螿~p錧 zN2枻b錧 zSurge Waves Under Earthquake and Clastic Flow Landslide 2018.07 ,{N\O€ 19.5RSuperelevation Calculation of Debris Flow Climbing Ascending Slopes Mathematical Problems in Engineering, 2017.03, ,{N\O€  19.5R2016.11.28昩?z Shallow-Water-Equation Model for Simulation of Earthquake-Induced Water Waves Mathematical Problems in Engineering, 2017.8.7 ,{孨\O€ 4RExperimental Study of the Debris Flow Slurry Impact and Distribution Shock and Vibration ,2018.09 ,{N\O€ 19.5RThe Maximum Height and Attenuation of Impulse Waves Generated by Subaerial Landslides Shock and Vibration 2018.01 ,{孨\O€ 6R0WN T棸Q裯aW鼅T\O(u N≧4l婼汻R^膲媉諎寶xvz 錧 z 褃 f[ N €b /g 2017.11 ,{孨\O€ 2R鶺嶯Monte-Carlo彇:gpe誰剉*jq\裯aW3z歔'`颯`棪^R恎 踁輂鷁Q{ 2018.08,{N\O€ 5R75.520>N梘2016310016eh乭NS愬] z琡"}eh;NN崡梑裯鹹塠hQ鹼pe剉nx歔筫誰. -N齎lQ飴f[, 2017.07, f[u,{孨\O€ 6R.Analytical Study on Internal Force Transfer of Perfobond Rib Shear Connector Group Using a Nonlinear Spring Model Journal of Bridge Engineering 2017.08 f[u,{N\O€  32.5RFatigue performance of orthotropic steel-concrete composite deck withlarge-size longitudinal U-shaped ribs Engineering Structures 2017.08 f[u,{ N\O€ 5RAnalytical Study on Frictional Resistance between Cable and Saddle Equipped with Friction Plates for Multi-Span Suspension Bridges Journal of Bridge Engineering 2017.07 f[u,{ N\O€ 5RInternal force transfer effect-based fatigue damage evaluation for perfobond-rib shear connector groups Journal of Constructional Steel Research 2018.06 f[u,{N\O€ 19.5RN蛓艌M_ehbg. 瀃(u癳媁N)R 2017.12 f[u,{N\O€  1.65RN蛓(u嶯h墧Yt彶u砇!j媁諎寶剉燫}徟坣 瀃(u癳媁N)R 2017.12 f[u,{ N\O€  0.24RN蛓艌M_ehbg. 裇fN)R 2018.08 f[u,{N\O€ 5.5R75.39ck8^21Hf嘯2015310016eh乭NS愬] zEffects of wind fairing angle on aerodynamic characteristics and dynamic response of a streamlined trapezoidal box girder Journal of Wind Engineering and Industrial Aerodynamics 2018.06 ,{N\O€ 32.5RNumerical study on surface distributed vortex-induced force on a flat-steel-box girder Engineering Applications of Computational Fluid Mechanics 2018.01 ,{N\O€ 19.5RAh乭/cl≧OS猚絜;e覊He擽蔛R粂_9e刄 NSWSt錧'Yf[f[陙6q褃f[Hr  2017.08 ,{N\O€ 13RAbs^眥乭纎qQ/c;朸XHe擽蔛/cE^頞ck 錧 z汻f[ 2017.11U_(u ,{N\O€ 13R 0R U_(u愬wN&{T亯BlThe 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