近期论文
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[10]程选生.黄土隧道结构的地震动稳定[M].北京:科学出版社,2017
[9]程选生,杜永峰.混凝土矩形贮液结构——动力分析理论与数值仿真[M].北京:科学出版社,2017
[8]XuanshengCheng.Thermalelasticmechanicsproblemsofconcreterectangularthinplate[M].Springer,2017
[7]程选生,刘彦辉,宋术双.建筑工程加固技术实例教程[M].中国机械工业出版社,2011.
[6]程选生,何晴光,刘彦辉.高层建筑结构设计理论[M].北京:中国机械工业出版社,2010.
[5]程选生,杜永峰,李慧.工程弹性力学[M].北京:中国电力出版社,2009.
[4]程选生,张贵文,党育,陈明.工程结构力学[M].北京:中国机械工业出版社,2009.
[3]程选生,张少波.弹性力学与有限元法教程[M].北京:中国计量出版社.2008.
[2]程选生,曲晨,张建文.给水排水工程结构[M].北京:中国电力出版社,2007.
[1]段敬民,刘新华,程选生.混凝土结构设计[M].北京:人民交通出版社,2006
发表和录用论文131篇(第一作者和通讯作者122篇,SCI—25篇,EI—43篇,ISTP检索10篇)。代表性论文如下:
[49]程选生,景伟,杜永峰,包超,吴忠铁.基于振动台试验的滑移隔震-限位混凝土矩形贮液结构减震研究[J].土木工程学报,2018(录用,EICompendex)
[48]吴忠铁,范萍萍,杜永峰,程选生.基于序列地震试验基础隔震结构的减震性能及其影响因素研究[J].2018(录用,EICompendex).
[47]XuanshengCheng,WeiJing,LijunGong.Dynamicresponsesofaslidingbase-isolatedrectangularliquidstoragestructureconsideringfreesurfaceliquidsloshing[J].KSCEJournalofCivilEngineering,2018(Accept,SCI)
[46]XuanshengCheng,WeiJing,XinleiLi,ChangdeLu.Effectofthelimiting-devicetypeonthedynamicresponsesofslidingisolationinaCRLSS[J].EarthquakesandStructures,AnInternationalJournal,2018(Accept,SCI)
[45]XuanshengCheng,XinleiLi,JinFan,GuoliangLi.Seismicstabilityofatunnelconsideringthedynamicgeologicparametersofloess[J].GeotechnicalandGeologicalEngineering,2018.(Accept,EI)
[44]JingW,ChengX,ShiW.Dynamicresponsesofslidingisolationconcreterectangularliquidstoragestructurewithlimiting-devicesunderbidirectionalearthquakeactions[J].ArabianJournalforScienceandEngineering,2017,43(4):1911-1924.(SCI)
[43]XuanshengCheng,GuoliangLi,JiaChen,KaiZhang,XiuliDu.Seismicresponseofasubmarinetunnelundertheactionofaseawave[J].Marinestructures,2018,60(Online):122-135(SCI)
[42]XuanshengCheng,LiangMa,DongpoYu,JinFan,DeLi.Seismicstabilityofloesstunnelsundertheeffectsofrainseepageandatrainload[J].ScienceChinaTechnologicalSciences,2018,Doi:https://doi.org/10.1007/s11431-017-9151-2(SCI)
[41]XuanshengCheng,WeiJing,ChaoYin,ChunshengLi.Stabilityparameteranalysisofacompositefoundationofanoilstoragetankinaloessareatreatedwithcompactionpiles[J].SoilsandFoundations,2018,Doi:https://doi.org/10.1016/j.sandf.2018.02.004(SCI)
[40]XuanshengCheng,WeiJing,LijunGong,XiaoyanZhang.Calculationmodelsandstabilityofcompositefoundationtreatedwithcompactionpiles[J].GeomechanicsandEngineering,AnInternationalJournal.2017,13(6):929-946(SCI)
[39]XuanshengCheng,BoLiu,LiangliangCao,DongpoYu,HuanFeng.Dynamicresponseofabase-isolatedCRLSSwithbaffle[J].StructuralEngineeringandMechanics.2017(Accept,SCI)
[38]XuansshengCheng,WeiJing,LijunGong.Simplifiedmodelandenergydissipationcharacteristicsofarectangularliquid-storagestructurecontrolledwithslidingbaseisolationanddisplacement-limitingdevices[J].JournalofPerformanceofConstructedFacilities,ASCE,2017,31(5):1-11.(DOI:10.1061/(ASCE)CF.1943-5509.0001066,SCI)
[37]XuanshengCheng,XiaoyanZhang,WenjunChen,WeiweiXu,XiuliDu.Stabilityanalysisofacross-seatunnelstructureunderseepageandabidirectionalearthquake[J].InternationalJournalofGeomechanics.2017,17(9),doi:10.1061/(ASCE)GM.1943-5622.0000937(SCI)
[36]XuanshengCheng,WeiJing,JiaChen,XiaoyanZhang.PoundingDynamicResponsesofSlidingBase-IsolatedRectangularLiquid-StorageStructureConsideringSoil-StructureInteractions[J].ShockandVibration,2017,vol.2017,ArticleID8594051,15pages(SCI).
[35]uanshengCheng,HuanFeng,ShangrongQi,XiaoyanZhang,BoLiu.DynamicresponseofcurvedwallLTSLSundertheinteractionofrainwaterseepageandearthquake[J].GeotechnicalandGeologicalEngineering,2017,35(3):1-12(EICompendex)
[34]程选生,景伟,李国亮,李德,马亮.微幅晃动下考虑地基效应的矩形贮液结构动力响应研究[J].振动与冲击,2017,36(7):164-170(EICompendex)
[33]XuanshengCheng,DeLi,YiRen,XiuliDu.Seismicstabilityanalysisofsubseatunnelsundertheeffectsofseepageandtemperature[J].MarineGeoresources&Geotechnology,2017,35(6):806-816(SCI)
[32]WeiJing,XuanshengCheng,WeiShi,JinFan,HuanFeng.Studyofbaffleboundaryandsystemparametersonliquid-solidcouplingvibrationofrectangularliquid-storagestructure[J].shockandVibration,2016,vol.2016,ArticleID8613723,11pages(SCI)
[31]XuanshengCheng,JinFan.Thermalbendingofrectangularthinplatewithtwooppositeedgesclampedandoneedgesimplysupportedandoneedgefree[J].KSCEJournalofCivilEngineering,2016,20(1):333-342.(SCI)
[30]XuanshengCheng,JunNie,LiangZhao,WeiShi.ThethermalbendofRTPwithoneedgeclampedandtwoedgessimplysupportedandoneedgefree[J].ArchiveofAppliedMechanics,2015,85(2):287-302.(SCI)
[29]XuanshengCheng,LiangliangCaoandHaiyanZhu.Liquid-solidinteractionseismicresponseofanisolatedovergroundrectangularreinforced-concreteliquid-storagestructure[J].JournalofAsianArchitectureandBuildingEngineering,2015,14(1):175-180(SCI)
[28]程选生,张爱军,任毅,刘超,曹亮亮.泥石流作用下砌体结构的破坏机理和防倒塌措施[J].工程力学,2015,32 (8):156-163(EICompendex)
[27]XuanshengCheng,ChuanshengJia,YueZhang.Seismicresponsesofanadded-storyframestructurewithviscousdampers[J].MathematicalProblemsinEngineering,2014,ArticleID468672,9pages,2014(SCI)
[26]XuanshengCheng,WeiweiXu,CaiquanYue,XiuliDu.Seismicresponseoffluid-structureinteractionofunderseatunnelduringbidirectionalearthquake.[J].OceanEngineering,2014,75(1):64-70(SCI)
[25]XuanshengCheng,CharlesH.Dowding,RuiruiTian.Newmethodsofsafetyevaluationfortherock/soilmasssurroundingtunnelunderearthquake.[J].JournalofCentralSouthUniversityofTechnology,2014,21(7):2935-2943(SCI)
[24]程选生,王建华,杜修力.渗流作用下海底隧道的流-固耦合地震响应[J].现代隧道技术,2013,50(6):44-51(EICompendex)
[23]XuanshengCheng,JunlingWang,YiRen.Fluid-solidinteractiondynamicresponseofmasonrystructuresunderdebrisflowaction[J].EuropeanJournalofEnvironmentalandCivilEngineering,2013,17(9):841-859.(SCI)
[22]程选生,杜修力.三边固支一边自由混凝土矩形薄板的热弯曲[J].工程力学,2013,30(4):97-106(EICompendex)
[21]程选生,苏佳轩.爆炸作用下土体隧道衬砌结构的动力响应[J].应用力学学报,2012,29(1):104-108.
[20]程选生,田瑞瑞,郑颖人.直墙式黄土隧道围岩结构的稳定性分析——底脚处应力集中对安全系数的影响[J].振动与冲击,2011,30(11):214-218.EICompendex)
[19]程选生,郑颖人,田瑞瑞.隧道围岩结构地震动稳定性分析的动力有限元强度折减法[J].岩土力学,2011,32(4):1241-1248(EICompendex).
[18]程选生,郑颖人.弯剪型模型下弹性贮液结构的自振特性分析[J].重庆大学学报,2011,34(12):132-137.(EICompendex)
[17]程选生,朱海燕,田瑞瑞等.无衬砌圆形黄土隧洞围岩地震稳定系数[J].深圳大学学报,2011,28(2):119-124(EICompendex).
[16]程选生,郑颖人.地震作用下无衬砌黄土隧道围岩结构安全系数的计算探讨[J].岩土力学,2011,32(3):761-766.(EICompendex).
[15]程选生,杜永峰.弹性地基上矩形贮液结构的液-固耦合振动特性[J].工程力学,2011,28(2):186-192.(EICompendex).
[14]程选生,周志,史晓宇.矩形贮液结构的液-固耦合振动特性试验[J].农业工程学报,2010,26(2):197-201.(EICompendex)
[13]程选生,郑颖人.地震作用下无衬砌直墙式黄土隧洞的围岩稳定性分析[J].煤炭学报,2010,35(10):1625-1620(EICompendex).
[12]程选生.钢筋混凝土矩形贮液结构的液-固耦合振动[J].煤炭学报,2009,34(3),340~344(EICompendex)
[11]程选生,杜永峰.弹性壁板下钢筋混凝土矩形贮液结构的液动压力[J].工程力学,2009,26(6),82~88(EICompendex)
[10]程选生,杜永峰,李慧.热载下钢筋混凝土矩形简支薄板的自由振动[J].哈尔滨工业大学学报,2009,41(6),174-178
[9]程选生,苏佳轩,史晓宇.四边支承混凝土矩形薄板的热弯曲[J].特种结构,2009,26(4):56-60.
[8]程选生,杜永峰,李慧.钢筋混凝土矩形贮液结构的液-固耦合晃动—弹性底板[J].应用力学学报,2008,25(4):622-626(EICompendex)
[7]程选生,杜永峰,史晓宇.弹性地基上钢筋混凝土矩形薄板的热屈曲[J].煤炭学报,2008,33(1):38-41(EICompendex)
[6]程选生,杜永峰,李慧.四边简支钢筋混凝土矩形薄板的热屈曲[J].工程力学,2007,24(4):001-006(EICompendex)
[5]程选生,杜永峰,李慧.热环境下混凝土矩形薄板在弹性地基上的振动[J].振动与冲击,2007,26(2):43-47(EICompendex)
[4]程选生,杜永峰,李慧.钢筋混凝土矩形薄板在弹性地基上的热屈曲[J].岩土工程学报,2006,28(11):1970-1974(EICompendex)
[3]程选生,杜永峰,李慧.,热载作用下四边简支矩形薄板解析解的商榷[J].力学与实践,2006,28(6):28-32
[2]程选生,杜永峰,李慧.温度作用下四边固定矩形薄板解析解的商榷[J].特种结构.2006,23(4):42-45
[1]程选生,杜永峰.钢筋混凝土转角楼梯的实用计算方法探讨[J].结构工程师,2005,21(1):23-26