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个人信息Personal Information
教授
硕士生导师
性别：女
毕业院校：大连理工大学
学位：博士
所在单位：土木工程系
学科：结构工程
办公地点：土木3号实验楼524房间
联系方式：0411-84708515-12
电子邮箱：qjt@dlut.edu.cn
扫描关注
- [41]路晨, 曲激婷.错列防屈曲支撑框架结构弹塑性时程分析[J],低温建筑技术,2015,37(8):67-69
- [42]曲激婷.Simplified Calculation of plastic energy dissipation of MDOF system using force analogy method[A],2015,1-3
- [43]曲激婷.Discussion on Structural Inelastic Analysis using the Force Analogy Method[A],2015,1-3
- [44]汤姗, 曲激婷, Qu, J., School of Civil Engineering, Faculty of Infrastructure Engineering, Dalian University of TechnologyChina, email: qjt@dlut.edu.cn.基于拟力法的剪力墙结构力学模型研究初探[J],世界地震工程,2015,31(4):201-209
- [45]易平, 黄丽华, 曲激婷.高校国际班理论力学教学探索与实践[J],课程教育研究,2014,28:230-230
- [46]黄丽华, 曲激婷, 易平.浅谈我国高等工程教育改革[J],大学教育,2014,8:44-45
- [47]曲激婷, 陈廷国, 黄丽华, 姜峰.以结构设计竞赛促进结构力学教学改革的探索与实践[J],中国科教创新导刊,2014,4:62
- [48]曲激婷.Exploration of mechanical model for shear walls based on force analogy method[A],2014,1-6
- [49]曲激婷.Discussion and improvement of the force analogy method.[A],2014,1-5
- [50]杨雪, 曲激婷.考虑塑性铰外移的消能减震结构动力时程分析[J],沈阳大学学报（自然科学版）,2013,25(5):398-402
- [51]韩晓雨, 曲激婷, 姜峰.浅谈基于拟力法的Benchmark模型消能减震结构非线性设计[J],长春教育学院学报,2013,7:6-8
- [52]曲激婷, 黄丽华, 姜峰.双语教学在土木工程专业实践教学中的探讨[J],学园,2013,28:65-65
- [53]曲激婷, 黄丽华, 姜峰.《结构力学》课程考核评价体系改革探索[J],中国校外教育（上旬刊）,2013,z1:126-126
- [54]曲激婷, 李宏男.Study on optimal placement and reasonable number of viscoelastic dampers by improved weight coeff...[J],Mathematical Problems in Engineering,2013,1(1):1-10
- [55]曲激婷.A study of optimal placement of viscous dampers using the force analogy method[A],2013
- [56]Qu, Ji-Ting.A New Placement Optimization Method for Viscoelastic Dampers: Energy Dissipation Method[A],2012,1479(1):2126-2129
- [57]曲激婷.Optimal placement of passive energy dissipation devices by genetic algorithms[J],Mathematical Problems in Engineering,2012
- [58]曲激婷.State-of-the art review and trends on studies of structural inelastic dynamic response using forc...[A],2012
- [59]曲激婷.Study on optimal placement of viscoelastic dampers using force analogy method[A],2012
- [60]曲激婷, 陈廷国, 黄丽华.结构力学双语教学初探[J],高等建筑教育,2011,20(3):95-97