个人简历

教育经历
Education Background
1995.102001.10中国地震局工程力学研究所地震工程博士
1985.81988.8中国地震局工程力学研究所地震工程硕士
1978.81983.8沈阳化工学院化工机械学士
工作经历
Work Experience
2009.12至今大连理工大学教授
2002.52009.12大连理工大学副研究员
1985.82002.5辽宁省地震局地震工程
1983.81985.8辽宁省轻工设计院工程设计
专利
基于ARCGIS的城市震害预测系统
科研项目
中国-马其顿国际科技合作, 科技部国合专项, 2018/07/25, 完成
地震废墟埋压人员救援安全度评价及应急救援支撑体系稳定性研究, 国家自然科学基金, 2015/08/18, 进行
重大工程地震动输入影响研究, 辽宁省高等学校科研计划项目, 2007/01/01-2010/09/17, 完成
液化场地对工程结构抗震性能影响分析, 高等学校博士学科点专项科研基金项目, 2010/12/02, 完成
地震应急救援支撑结构研究, 国家自然科学基金, 2013/09/25-2017/12/31, 完成
村镇建筑灾变机理与适宜性防灾设计理论, 国家重点研发计划, 2018/12/03, 进行
台风多发地区村镇建筑抗风与控制关键技术研究, 国家科技支撑计划项目, 2014/10/09, 完成
“一带一路”沿线中东欧国家防震减灾技术培训, 国家自然科学基金, 2018/12/01, 进行

研究领域

地震安全性评价
多维强地震动模拟
地震应急救援
结构振动测试与抗震分析
灾害管理
地震预警""

近期论文

[1]杨福剑,王国新.一种改进的近断层脉冲型地震动模拟方法[J],震灾防御技术,2019,14(3):489-500
[2]李明鑫,王国新.强风作用下群体民居围护结构破坏特征[J],沈阳工业大学学报,2020,42(2):218-225
[3]Wang, Jiajian,Ren, Liang,Jiang, Tao,Jia, Ziguang,Wang, Guo-xin.A novel gas pipeline burst detection and localization method based on the FBG caliber-based sensor array[J],MEASUREMENT,2020,151
[4]杨福剑,王国新.主余震序列型地震动作用下RC框架结构损伤耗能研究[J],世界地震工程,2019,35(1):45-52
[5]王国新,卢鹏洁.非正规设计框架结构抗震加固支撑效果对比研究[J],震灾防御技术,2018,13(4):748-755
[6]丁阳,王国新,杨福剑.2017年四川九寨沟MS 7.0地震的强地面运动模拟[J],震灾防御技术,2018,13(3):578-587
[7]卢鹏洁,王国新.不同支撑方案对钢筋混凝土框架结构抗倒塌能力研究[J],防灾减灾学报,2018,34(3):1-5
[8]王国新,卢鹏洁.外部支撑对框架结构抗倒塌能力影响研究[J],哈尔滨工程大学学报,2018,39(11):1793-1797
[9]贺文洲,王国新.钢筋混凝土框架结构构件地震损伤评估[J],防灾减灾学报,2018,34(2):15-21
[10]王国新,艾伟光.Effects of Ground Motions Estimated by Different Methods on Seismic Response of Frame Structure[A],The 17th International Conference on Civil and Environmental Engineering,2018
[11]王国新,唐铭.Study on Wind Load Interference Effect on Low-Rise Group[A],The 17th International Conference on Civil and Environmental Engineering,2018
[12]王国新,张蕾蕾.High-resolution 3D modelling by UAV and oblique photography technology[A],The 17th International Conference on Civil and Environmental Engineering,2018
[13]Li, Mingxin,Wang, Guoxin.Research on the loss of group residential buildings under fierce winds[J],NATURAL HAZARDS,2018,90(2):705-733
[14]Xu, Ling-Yu,Cai, Fei,Wang, Guo-Xin,Chen, Guo-Xing,Li, Yong-Yi.Nonlinear analysis of single reinforced concrete piles subjected to lateral loading[J],KSCE JOURNAL OF CIVIL ENGINEERING,2017,21(7):2622-2633
[15]Xu, Ling-Yu,Cai, Fei,Wang, Guo-Xin,Chen, Guo-Xing.Nonlinear Analysis of Single Laterally Loaded Piles in Clays Using Modified Strain Wedge Model[J],INTERNATIONAL JOURNAL OF CIVIL ENGINEERING,2017,15(6A):895-906
[16]孔芳芳,王国新.砖混结构地震安全性评价[J],防灾减灾学报,2017,33(2):52-58
[17]王国新.Simulation for Ludian (August 3, 2014, MW6.2) and Nepal (April 25, 2015, MW7.8) Earthquakes with Improved Stochastic Point Source Method[J],Journal of Earthquake Engineering,2017,22:1-22
[18]徐令宇,蔡飞,陈国兴,王国新.考虑循环软化的非线性动力本构模型在FLAC3D中的实现[J],岩土力学,2016,37(11):3329-3335
[19]刘学敏,王国新.低层无筋砌体基于性能的强风易损性分析[J],防灾减灾学报,2016,32(2):40-45
[20]李亚楠,王国新.基于小波包方法的非平稳地震动模拟和设计谱拟合[J],大连理工大学学报,2016,56(3):263-269
[21]Li, Yanan,Wang, Guoxin.An Improved Approach for Nonstationary Strong Ground Motion Simulation[J],PURE AND APPLIED GEOPHYSICS,2016,173(5):1607-1626
[22]王国新.Simulation and Generation of Spectrum-compatible Ground Motions Based on Wavelet Packet[J],Soil Dynamics and Earthquake Engineering,2016,87(1):44-51
[23]史家平,王国新.结构设计优化技术与其在房屋结构设计中的应用[J],建筑工程技术与设计,2016,34:339
[24]Wang, Guoxin,Ding, Yang,Borcherdt, Roger.Simulation of acceleration field of the Lushan earthquake (Ms7.0, April 20, 2013, China)[J],ENGINEERING GEOLOGY,2015,189:84-97
[25]徐令宇,王国新,蔡飞.考虑桩身钢筋混凝土非线性的单桩水平响应分析[J],哈尔滨工程大学学报,2015,36(6):871-876
[26]赵翀,李昕,王国新.长输管道在多点输入下的地震响应分析[J],防灾减灾学报,2015,31(1):10-15
[27]王国新.An Improved Approach for Nonstationary Strong Ground Motion Simulation[J],Pure and Appliedd Geophysics,2015,172(11):2961-3261
[28]李亚楠,王国新.地震总输入能量谱峰值估计[J],哈尔滨工程大学学报,2014,35(7):851-856
[29]王国新,孙奉劼,王东明.高速铁路地震预警时间与预警区域和震级的关系[J],中国铁道科学,2014,35(2):120-124
[30]徐令宇,王国新,蔡飞,鵜飼惠三.可液化场地地震反应完全耦合动力分析及其验证[J],地震工程与工程振动,2014,34(6):136-144
[31]王国新,孟宪宗.地震对框架结构累积损伤影响分析[J],地震地磁观测与研究,2013,34(5):306-312
[32]王国新,孟宪宗.地震作用下框架结构考虑累积损伤的算法及应用[J],防灾减灾学报,2013,4:1-5
[33]Ram, Thapa Dilli,Wang Guoxin.Probabilistic seismic hazard analysis in Nepal[J],EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION,2013,12(4):577-586
[34]王国新,黄坤朋.表层土结构对地表地震动的影响研究[J],地震工程与工程振动,2013,33(5):33-40
[35]Xu, Ling-Yu,Cai, Fei,Wang, Guo-Xin,Ugai, Keizo,Wakai, Akihiko,Yang, Qing-Qing,Onoue, Atsuo.Numerical assessment of liquefaction mitigation effects on residential houses: Case histories of the 2007 Niigata Chuetsu-offshore earthquake[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2013,53:196-209
[36]王国新,王招招,王东明.随深度变化的地震动相干性研究[J],振动与冲击,2013,32(17):118-122
[37]Xu, Ling-Yu,Cai, Fei,Wang, Guo-Xin,Ugai, Keizo.Nonlinear analysis of laterally loaded single piles in sand using modified strain wedge model[J],COMPUTERS AND GEOTECHNICS,2013,51:60-71
[38]王丽丽,刘君,王国新.滑坡危险性等级区划方法研究[J],防灾减灾工程学报,2013,33(6):663-670
[39]王静,张明媛,袁永博,王国新.基于DEA-Tobit模型的城镇地震损失影响因素研究-以汶川地震为例[J],中国安全科学学报,2013,23(10):82-87
[40]王静,张明媛,袁永博,王国新.基于DEA-Tobit模型的地震综合损失及城镇承灾体脆弱性研究[J],中国安全科学学报,2013,23(10):82-87
[41]宋一玲,王国新.基于ArcEngine的地震动影响场的设计与应用[J],防灾减灾学报,2012,28(1):7-11
[42]王国新,鲁建飞.地震动输入的选取与结构响应研究[J],沈阳建筑大学学报（自然科学版）,2012,28(1):15-22
[43]王国新.Numerical Analysis of Two Wooden House Damages Induced by Dune Liquefaction During 2007 Niigata Chuetsu-Offshore Earthquake[A],2012,599-608
[44]王国新.Effect of sand dune slope on the damage of two wooden houses induced by dune liquefaction during the 2007 Niigata Chuetsu-offshore earthquake[A],2012
[45]王国新.Coherence Variation With Depth at Different Strong[A],15 WCEE,2012
[46]王国新,张明媛.城镇承灾能力及风险评价—以汶川地震为例[A],IRDR CHINA 2012年度学术交流会暨IRDR 2012国际圆桌会议,2012
[47]Li, Hong-Nan,Yi, Ting-Hua,Jing, Qin-Yang,Huo, Lin-Sheng,Wang, Guo-Xin.Wind-Induced Vibration Control of Dalian International Trade Mansion by Tuned Liquid Dampers[J],MATHEMATICAL PROBLEMS IN ENGINEERING,2012,2012
[48]李东升,任亮,王国新,李宏男,柳春光.经纬交叉的研究生立体教学方法探讨[J],工业建筑,2011,41(464):452-454
[49]王国新,孟海燕.辽宁省滑坡危险区的模式识别[J],防灾减灾工程学报,2010,30(z1):323-326
[50]王国新,徐令宇.自由场地液化振动台实验结果分析与数值模拟[J],防灾减灾工程学报,2010,30(z1):45-49
[51]李东升,贾辉,李宏男,任亮,王国新.论高耸结构地震动响应的时延性[A],第二届全国工程结构抗震加固改造技术交流会,2010,VOL.40:119-123
[52]李东升,贾辉,李宏男,任亮,王国新.论高耸结构地震动响应的时延性[J],建筑结构,2010,S2:119-123
[53]王国新,史家平.随机有限断层法合成地震动及其相干性研究[J],振动与冲击,2010,29(4):169-172
[54]Li D.S.,Li H.N.,Ren L.,Wang G.X..Time delay of earthquake excitation in high-rise building[A],12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments - Earth and Space 2010,2010,3416-3426
[55]王国新.工程结构地震反应与地震动输入关系[J],防灾减灾工程学报,2010,30(1):41-44
[56]孙晓丹,陶夏新,王国新,刘陶钧.地震动随机合成中与震源谱相关的动力学拐角频率[J],地震学报,2009,31(5):537-543
[57]王国新,史家平.随机有限断层法在汶川强地震动模拟中的应用[J],自然科学进展,2009,19(6):664-669
[58]王国新,梁树霞.改进的确定性地震危险性分析方法及其应用[J],世界地震工程,2009,25(2):24-29
[59]王国新,孟海燕.村镇灾害评价方法研究初探[J],东北地震研究,2009,25(2):35-40
[60]王国新,梁树霞,孙奉劼.基于振型叠加技术的确定性地震危险性分析方法及其应用[J],震灾防御技术,2009,4(1):49-57
[61]李东升,李宏男,王国新,任亮.传感器布设中有效独立法的简捷快速算法[J],防灾减灾工程学报,2009,29(1):103-108
[62]Wang, Guoxin,Wang, Weizheng,Aafshar, Katayoun B.,Dojcinovski, Dragi.Seismic instrumentation of high-rise buildings[J],PROGRESS IN NATURAL SCIENCE,2009,19(2):223-227
[63]Wang G.,Shi J..Simulation of strong ground motions of wenchuan earthquake by stochastic finite-fault method[J],ISET Journal of Earthquake Technology,2009,46(3-4):125-132
[64]王国新.Simulation of Strong Ground Motions in Wenchuan earthquake[A],IASPEI Conference,2009
[65]王国新.经验格林函数法与随机有限断层法在合成近场强地震动中的联合运用[J],震灾防御技术,2009,3(3):292-301
[66]王国新,李宏男,赵真,伊庭华.结构动力反应分析中的地震动输入问题研究[J],沈阳建筑大学学报（自然科学版）,2008,24(6):993-998
[67]王国新,王卫争.高层建筑中强震仪的优化布置[J],振动与冲击,2008,27(10):179-182
[68]李宏男,伊廷华,王国新.小波分析在结构风工程中的应用[J],振动与冲击,2008,27(9):11-16
[69]白凤龙,李宏男,王国新.多点输入下大跨结构反应谱分析方法研究进展[J],地震工程与工程振动,2008,28(4):35-42
[70]伊廷华,李宏男,王国新.基于简化模型的超高层结构传感器优化布置[J],计算力学学报,2008,25(4):417-423
[71]耿淑伟,陶夏新,王国新.对设计反应谱长周期段取值规定的探讨[J],世界地震工程,2008,24(2):111-116
[72]王国新,史家平.近场强地震动合成方法研究及地震动模拟[J],东北地震研究,2008,24(2):4-10
[73]Wang, G.X.,Zhao, Z.,Yi, T.H..Scenario earthquake for key engineering structures[A],Earth and Space Conference 2008: Proceedings of the 11th Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments,2008,323
[74]Wang, G.X.,Wang, W.Z.,Aafshar, K.B.,Dragi, D..Optimal positing of accelerograph array on high -rise building[A],Earth and Space Conference 2008: Proceedings of the 11th Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments,2008,323
[75]Li, D.S.,Wang, G.X.,Li, H.N.,Ren, L.,Song, G.B..On optimal sensor placement for structural health monitoring by subspace approximation[A],Earth and Space Conference 2008: Proceedings of the 11th Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments,2008,323
[76]王国新.Mitigation and reduction of fire disaster caused by earthquakeThe[A],9th international symposium on building and urban environmental engineering,2008
[77]王国新.Microzonation of Dalian City, P.R.China[A],Seismic Hazard in South-East Asia, March 31- April 11,2008, Bangalore, India,2008
[78]王国新.Mitigation and reduction of fire disaster caused by earthquake[A],The 9th international symposium on building and urban environmental engineering（invited report）,Hongkong,2008
[79]李宏男,王国新.大跨度空间网壳结构在地震行波作用下的地震反应分析[A],2008
[80]李东升,李宏男,肖诗云,王国新.On the earthquake input model with multiple support excitations[A],The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China. Paper No.05-01-0335,2008
[81]李东升,李宏男,王国新,任亮.传感器布设中有效独立法的简捷快速算法[J],防灾减灾工程学报，2008,(28)4:512-519,2008,28(4):512-519
[82]钟阳,王国新,孙爱民.弹性地基上四边自由矩形薄板振动分析有限积分变换法[J],大连理工大学学报,2007,47(1):73-77
[83]耿淑伟,陶夏新,王国新.对设计反应谱长周期段取值规定的建议[A],第七届全国地震工程学术会议,2006,1414-1421
[84]伊廷华,李宏男,伊晓东,王国新.基于自适应噪声抵消与小波滤波的GPS监测误差分析[J],武汉大学学报（信息科学版）,2006,31(11):995-998
[85]王东升,李宏男,王国新,岳贸光.弹塑性地震反应谱的长周期特性研究[J],地震工程与工程振动,2006,26(2):49-55
[86]王东升,李宏男,王国新.统计意义一致的弹塑性设计位移谱[J],大连理工大学学报,2006,46(1):87-92
[87]Li, Hong-Nan,Jin, Qiao,Song, Gangbing,Wang, Guo-Xin.TLCD semi-active control methodology of fuzzy neural network for eccentric buildings[A],First International Conference on Natural Computation, ICNC 2005,2005,3612(PART III):1089-1098
[88]王东升,李宏男,王国新.双向地震动作用弹塑性反应谱研究[J],大连理工大学学报,2005,45(2):248-254
[89]王东升,李宏男,王国新.弹塑性地震反应谱的比较分析[A],全国首届防震减灾工程学术研讨会,2004,212-217