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李静
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副教授
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：建设管理系
- 学科：工程管理
- 办公地点：建设工程学部4号楼509
- 联系方式：lijing@dlut.edu.cn
- 电子邮箱：lijing@dlut.edu.cn
访问量：
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[161] 徐强, 陈健云, 李静, Wang, Mingming.MULTI-SCALE NUMERICAL MODEL FOR SIMULATING CONCRETE MATERIAL BASED ON FRACTAL THEORY[J],Acta Mechanica Solida Sinica,2022,26(4):344-352
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[162] Chen, Xiaobo, 李静, 陈健云.Nonlinear wave and currents loads analysis of offshore wind turbines[J],KSCE Journal of Civil Engineering,2022,18(6):1877-1883
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[163] Elkamel, A., 徐强, 陈健云, 李静, Zhang, Gui Bing, Yue, Hong Yuan, Yu, Xian Zheng.Nonlinear analysis for the polygonal element[A],2018 2ND INTERNATIONAL CONFERENCE ON FUNCTIONAL MATERIALS AND CHEMICAL
ENGINEERING (ICFMCE 2018),2022,272
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[164] 徐强, 陈健云, 李静.New Constitutive Model for Two-Dimensional Jointed Rock Mass[A],4th International Conference on Technology of Architecture and Structure
(ICTAS 2011),2022,368-373:641-+
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[165] Sun Shen-nan, 陈健云, 李静.Non-Linear Response of Tethers Subjected to Parametric Excitation in Submerged Floating Tunnels[J],China Ocean Engineering,2022,23(1):167-174
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[166] 徐强, 陈健云, 李静, caoyang, Liu, Xiaopeng, Yu, Xianzheng, Cao, Xiangyu.Numerical study on antiknock measures of concrete gravity dam bearing underwater contact blast loa[J],Journal of Renewable and Sustainable Energy,2022,10(1)
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[167] 陈健云, 徐强, 李静.Numerical Verification of Brittle Material Failure Model Test[A],Applied Mechanics and Materials,2022,405:2053-2056
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[168] Yang Z., 柳淑学, 常钧, 李静, Sun Z..On the approximate second-order coupling theory of numerical and physical wave model in flumes[A],21st International Offshore and Polar Engineering Conference, ISOPE-2011,2022,666-672
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[169] 徐强, 李静, 陈健云.Probability analysis for the damage of gravity dam[J],Journal of Engineering,2022,56(3):312-321
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[170] 周海, 李静, 康飞.Research on distributing disciplinarian of the seismic acceleration of concrete-faced rockfill dam[A],2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011,2022,5325-5329
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[171] 范书立, 陈健云, 李静, Wu-Qiang F..Roller compacted concrete gravity dams reliability analysis based on response surface approach[A],12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments - Earth and Space 2010,2022,3355-3367
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[172] 陈健云, 刘鹏飞, 徐强, 李静.Seismic analysis of hardfill dams considering spatial variability of material parameters[J],ENGINEERING STRUCTURES,2022,211
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[173] 陈健云, 李静, 周晶.Seismic analysis of large 3-D underground caverns based on high performance recursive method[J],INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES,2022,41(11-12):3081-3094
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[174] 陈健云, 秦丽君, 徐强, 李静.Seismic Damage Indexes of a High Arch Dam Based on the Monolith[J],KSCE Journal of Civil Engineering,2022,24(7):2063-2077
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[175] 李静, 陈健云.Seismic Response Analysis of Arch Dam with Joints Based on Rate-dependant Plastic Damage Model[A],International Conference on Engineering Computation,2022,143-147
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[176] 李宏男, Chang, ZG, 李静.Semi-active control for eccentric structures with MR damper by hybrid intelligent algorithm[J],LECTURE NOTES IN ARTIFICIAL INTELLIGENCE,2022,3645(PART II):139-148
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[177] 徐强, 陈健云, 李静, Wang, M..Study of an artificial boundary condition based on the damping-solvent extraction method[J],结构与土木工程前沿,2022,6(3):281-287
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[178] 陈健云, 胡志强, 李静.Study on 3-D seismic response of underground structures[A],2nd International Conference on New Development in Rock Mechanics and
Rock Engineering,2022,197-200
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[179] 徐强, 陈健云, 李静.Study on Artificial Boundary Establishment based on Damping-solvent Extraction Method[J],结构与土木工程前沿,2022,6(3):281-287
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[180] 徐强, 陈健云, 李静, Yuan Chen-yang, Zhao Chun-feng.Study on LQR control algorithm using superelement model[J],Journal of Central South University,2022,23(9):2429-2442
