![]()
李静
-
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：
-
[161] 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)
-
[162] 陈健云, 徐强, 李静.Numerical Verification of Brittle Material Failure Model Test[A],Applied Mechanics and Materials,2022,405:2053-2056
-
[163] 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
-
[164] 徐强, 李静, 陈健云.Probability analysis for the damage of gravity dam[J],Journal of Engineering,2022,56(3):312-321
-
[165] 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
-
[166] 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
-
[167] 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
-
[168] 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
-
[169] 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
-
[170] 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
-
[171] 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
-
[172] 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
-
[173] 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
-
[174] 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
-
[175] 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
-
[176] 徐强, 陈健云, 李静.Study on System Reliability of Gravity Dam[A],Applied Mechanics and Materials,2022,351:1677-1682
-
[177] 李静, 陈健云.Study on fast prediction model of seismic economic loss based on GA-ANN macroscopic vulnerability me[J],Advanced materials research,2022,243(5):5106-5110
-
[178] 徐强, 陈健云, 李静.Study on the Element with the Hole and Crack[J],Acta Mechanica Sinica,2022,29(6):1-16
-
[179] 徐强, 陈健云, 李静, 徐钢.Study on the element with the hole and crack[J],ACTA MECHANICA,2022,225(7):1915-1930
-
[180] Yuan, Chenyang, 李静, 陈健云, 徐强, Xie, Yunfei.Study on the Influence of Baseline Control System on the Fragility of Large-Scale Wind Turbine con[J],Advances in Civil Engineering,2022,2020
