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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:
258e930ec5ce9b791a078eb56482108dced6e91104aa74c6b284d9bd91a4507b45395768c9b3e357c2f740a5e086579eba65e2168435cf08f38b245fe0ab67839c3cb34a788c22c51a8ddb80ac145319269f4ee6f101f91413203287becaec8e48cfb4d603e8e775b9fdc84e9127f7203558c52613b109f1e55fe1b5489e10e6
电子邮箱:
258e930ec5ce9b791a078eb56482108dced6e91104aa74c6b284d9bd91a4507b45395768c9b3e357c2f740a5e086579eba65e2168435cf08f38b245fe0ab67839c3cb34a788c22c51a8ddb80ac145319269f4ee6f101f91413203287becaec8e48cfb4d603e8e775b9fdc84e9127f7203558c52613b109f1e55fe1b5489e10e6
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[1]方悦.徐强,陈健云,李静.张天然.Investigating landslide-induced tsunamis using a low-dissipation Riemann weakly compressible smoothed particle hydrodynamics model[J],Ocean Engineering,2024,309
[2]房玉林.李静,陈健云.Dynamic response analysis of submerged floating tunnel after anchor cables forces adjustment under impact load[J],OCEAN ENGINEERING,2024,311
[3]徐强.陈健云,李静,王胤.王靖开.Velocity divergence-Generalized adaptive probability density evolution method[J],EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS,2024,53(11):3678-3700
[4]房玉林.李静,陈健云.刘迁苹.锚索突断下悬浮隧道的动力特性数值研究[J],大连海事大学学报,2024,50(03):132-142
[5]刘博.徐强,陈健云,王胤,刘俊,李静.Pulse-type seismic response prediction for uncertain structures based on the attention mechanism and wavelet decomposition augmented decomposition learning[J],Engineering Failure Analysis,2024
[6]张天然.徐强,陈健云,王胤,李静.Analysis framework for the seismic performance of a concrete high-arch dam considering the incident direction and oblique incident angle of near-fault SV-waves[J],Soil Dynamics and Earthquake Engineering,173
[7]Xiangyu, Cao.Liang, Chen,陈健云,李静,Wenyan, Lu,Haixiang, Liu,Liu, Pengfei,Minyong, Ke,Yunqing, Tang.Unsupervised Domain Adaptation Damage Identification Approach of High Arch Dams after Earthquakes[J],Structural Control and Health Monitoring,2024,2023
[8]徐鹏飞.陈健云,李静,范书立,徐强.Using Bayesian updating for monopile offshore wind turbines monitoring[J],Ocean Engineering,280
[9]梁朝.陈健云,徐强,李静.Damage identification of arch dams based on post-earthquake residual displacement gradients[J],Soil Dynamics and Earthquake Engineering,172
[10]梁朝.陈健云,徐强,李静.Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra[J],Engineering Structures,287
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