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个人简介

教育经历 1998.92004.7大连理工大学水工结构工程博士 1999.11998.7大连理工大学土木系地震及防护工程硕士 1991.91995.7大连理工大学土木系工业与民用建筑学士 工作经历 2008.9至今大连理工大学建设工程学部副教授 2004.82008.9大连理工大学土木水利学院讲师 2002.72004.8大连理工大学土木水利学院助教

研究领域

混凝土坝结构分析的数值计算方法

近期论文

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王毅,胡志强,郭维东.考虑坝体柔性的重力坝坝面地震动水压力计算[J],水利水电科技进展,2019,39(3):38-43 Wang, Yi,Hu, Zhiqiang,Guo, Weidong.Hydrodynamic pressures on arch dam faces with irregular reservoir geometry[J],JOURNAL OF VIBRATION AND CONTROL,2019,25(3):627-638 殷雨时,范颖芳,胡志强,武斌.基于两参数的FRP-混凝土界面黏结滑移本构关系研究[J],大连理工大学学报,2018,58(2):147-152 薛冰寒,林皋,胡志强.基于非重叠Mortar方法的比例边界等几何分析[J],计算力学学报,2017,34(4):447-452 牛智勇,胡志强,林皋.考虑法向初始抗拉强度和切向抗剪强度变化的拱坝缝模型研究[J],水电与抽水蓄能,2017,3(3):71-77 Pang, Lin,Lin, Gao,Hu, Zhiqiang.A refined global-local approach for evaluation of singular stress field based on scaled boundar...[J],ACTA MECHANICA SOLIDA SINICA,2017,30(2):123-136 王朋,韩泽军,胡志强.桩基础动阻抗函数计算方法研究[J],水利与建筑工程学报,2016,14(4):135-140 Lin, Gao,Pang, Lin,Hu, Zhiqiang,Zhang, Yong.Improving accuracy and efficiency of stress analysis using scaled boundary finite elements[J],ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS,2016,67:26-42 孔宪京,许贺,邹德高,胡志强,周扬.不同激振方向下动水压力对高面板坝面板动应力的影响[J],水利学报,2016,47(9):1153-1159 薛冰寒,林皋,胡志强,张勇.求解摩擦接触问题的IGA-B可微方程组方法[J],工程力学,2016,33(10):35-43 薛冰寒,林皋,胡志强,庞林.摩擦接触问题的比例边界等几何B可微方程组方法[J],力学学报,2015,48(3):615-623 Yu, Xiang,Kong, Xianjing,Zou, Degao,Zhou, Yang,Hu, Zhiqiang.Linear elastic and plastic-damage analyses of a concrete cut-off wall constructed in deep overb...[J],COMPUTERS AND GEOTECHNICS,2015,69(69):462-473 Lin, Gao,Hu, Zhiqiang,Liu, Jun,Li, Jianbo.A scaled boundary finite element approach for sloshing analysis of liquid storage tanks[J],ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS,2015,56:70-80 Wang, Yi,Lin, Gao,Hu, Zhiqiang.Novel Nonreflecting Boundary Condition for an Infinite Reservoir Based on the Scaled Boundary F...[J],JOURNAL OF ENGINEERING MECHANICS,2015,141(5) Xu, Bin,Zou, Degao,Kong, Xianjing,Hu, Zhiqiang,Zhou, Yang.Dynamic damage evaluation on the slabs of the concrete faced rockfill dam with the plastic-dama...[J],COMPUTERS AND GEOTECHNICS,2015,65:258-265 吴凡,胡志强.基于塑性损伤模型的重力坝非线性地震响应分析[J],人民长江,2014,21:92-96 Fan, Yingfang,Hu, Zhiqiang,Luan, Haiyang,Wang, Dawei,Chen, An.A study of deterioration of reinforced concrete beams under various forms of simulated acid rai...[J],STRUCTURAL ENGINEERING AND MECHANICS,2014,52(1):35-49 孔宪京,徐斌,邹德高,单其宽,胡志强.混凝土面板坝面板动力损伤有限元分析[J],岩土工程学报,2014,36(9):1594-1600 王峰,林皋,郑保敬,胡志强,刘俊.基于滑动Kriging插值的无网格MLPG法求解结构动力问题[J],振动与冲击,2014,33(4):27-31 Lin Gao,Zhang Yong,Hu ZhiQiang,Zhong Hong.Scaled boundary isogeometric analysis for 2D elastostatics[J],SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY,2014,57(2):286-300 王毅,林皋,胡志强.基于SBFEM的竖向地震重力坝动水压力算法研究[J],振动与冲击,2014,33(1):183-187,193 Hu Z.,Fan G.,Lin G..The eXtended finited element method for frictional contact problem[A],2013,7:6014-6023 Wang Feng,Zheng Bao-Jing,Lin Gao,Hu Zhi-Qiang.An improved local radial point interpolation method for transient heat conduction analysis[J],CHINESE PHYSICS B,2013,22(6) 胡志强,樊国刚,陈万吉,林皋.非光滑方程组方法在求解非匹配网格接触问题中的应用[J],计算力学学报,2013,30(1):22-27 尹训强,李建波,林皋,胡志强.基于ANSYS平台的阻尼溶剂抽取法及其工程应用[J],工程力学,2013,30(3):98-105 Zhang Yong,Lin Gao,Hu Zhi-qiang,Liu Jun.Isogeometric analysis for elliptical waveguide eigenvalue problems[J],JOURNAL OF CENTRAL SOUTH UNIVERSITY,2013,20(1):105-113 张勇,林皋,胡志强.等几何分析方法中重控制点问题的研究与应用[J],工程力学,2013,30(2):1-7 Lin, Gao,Wang, Yi,Hu, Zhiqiang.An efficient approach for frequency-domain and time-domain hydrodynamic analysis of dam-reservo...[J],EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS,2012,41(13):1725-1749 郑利涛,胡志强,唐洪祥.强间断分析方法在土工结构物渐进破坏过程中的应用[J],岩土力学,2012,33(9):2771-2780 张勇,林皋,胡志强,刘俊.基于等几何分析方法求解任意截面波导本征问题[J],计算物理,2012,29(4):534-542 张勇,林皋,刘俊,胡志强.波导本征问题的等几何分析方法[J],应用力学学报,2012,29(2):113-119 张勇,林皋,刘俊,胡志强.静电场问题的等几何分析方法[J],大连理工大学学报,2012,52(6):870-877 张勇,林皋,胡志强.比例边界等几何分析方法Ⅰ:波导本征问题[J],力学学报,2012,44(2):382-392 刘钧玉,林皋,李建波,张勇,胡志强.结构-地基相互作用的频域计算模型[J],大连理工大学学报,2012,52(6):850-854 张勇,林皋,胡志强,徐喜荣.基于移动相似中心的比例边界有限元方法[J],计算力学学报,2012,29(5):726-733 张勇,林皋,胡志强,徐喜荣.等几何分析方法求解静电场非齐次边值问题[J],电波科学学报,2012,27(5):997-1004 张勇,林皋,胡志强,钟红.基于等几何分析的比例边界有限元方法[J],计算力学学报,2012,29(3):433-438 Liu Jun-yu,Lin Gao,Hu Zhi-qiang,Zhang Yong.The Calculating Model of the Gravity Dam-Reservoir-Foundation Based on the High-Order Transmitt...[A],2012,28:224-229 Fan Y.,Hu Z.,Liu J..Ultrasonic measurement of corrosion depth development in concrete exposed to acidic environment[J],International Journal of Corrosion,2012,2012 王毅,林皋,胡志强.地震作用下坝水系统的动力相互作用研究[A],2011,183-183 王毅,胡志强.基于比例边界有限元的拱坝动水压力计算[J],水电能源科学,2011,02:44-46 刘钧玉,林皋,胡志强.裂纹面荷载作用下多裂纹应力强度因子计算[J],工程力学,2011,28(4):7-12 李建波,林皋,钟红,胡志强.核电结构设计中参数不确定性对楼层谱计算影响分析[J],大连理工大学学报,2011,51(5):725-730 胡志强,林皋,王毅,刘俊.基于Hamilton体系的弹性力学问题的比例边界有限元方法[J],计算力学学报,2011,28(4):510-516 郑利涛,胡志强,唐洪祥.模拟岩土材料应变局部化的单元内嵌不连续面模型[A],2010,749-755 朱秀云,胡志强,李建波,林皋.基于SBFEM的核电厂地基动阻抗数值求解算法研究[A],2010,680-689 Fan, Y. F.,Hu, Z. Q.,Zhang, Y. Z.,Liu, J. L..Deterioration of compressive property of concrete under simulated acid rain environment[J],CONSTRUCTION AND BUILDING MATERIALS,2010,24(10):1975-1983 Lin, Gao,Wang, Yi,Hu, Zhiqiang.Hydrodynamic pressure on arch dam and gravity dam including absorption effect of reservoir sedi...[A],2010,10(1) Wang, Yi,Lin, Gao,Hu, Zhiqiang.A Coupled FE and Scaled Boundary FE-Approach for the Earthquake Response Analysis of Arch Dam-R...[A],2010,10(1) Hu, Zhiqiang,Lin, Gao,Wang, Yi,Liu, Jun.A Hamiltonian-based Derivation of Scaled Boundary Finite Element Method for Elasticity Problems[A],2010,10(1) Zhang, Y.,Lin, G.,Hu, Z. Q..Isogeometric analysis based on scaled boundary finite element method[A],2010,10(1) 周晨光,孔宪京,邹德高,胡志强.黏弹性边界在土石坝地震反应分析中的应用[A],2009,310-316 Hu Z.Q.,Fan Y.F..Nonlinear analysis for load carrying capacity of corroded concrete beam[A],2009 王钰睫,林皋,胡志强.拱梁分载法计算模型的改进和实现[J],水科学与工程技术,2009,3:10-14 范颖芳,胡志强,赵颖华.受硫酸盐腐蚀钢筋混凝土梁延性分析[J],哈尔滨工业大学学报,2009,41(4):239-242 刘钧玉,林皋,胡志强,李建波.裂纹内水压分布对重力坝断裂特性的影响[J],土木工程学报,2009,42(3):132-141 钟红,林皋,胡志强.Numerical simulation of seismic damage of an arch dam with contraction joints[A],2009 刘钧玉,林皋,李建波,胡志强.重力坝动态断裂分析[J],水利学报,2009,40(9):1096-1102 任亮,李宏男,胡志强,李建波,林皋.一种增敏型光纤光栅应变传感器的开发及应用[J],光电子.激光,2008,19(11):1437-1441 钟红,林皋,李建波,胡志强.高拱坝地震损伤破坏的数值模拟[J],水利学报,2008,39(7):848-853,862

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