田利
-
教授
博士生导师
硕士生导师
- 主要任职:土木工程系主任
- 性别:男
- 毕业院校:大连理工大学
- 学历:博士研究生毕业
- 学位:博士生
- 在职信息:在职
- 所在单位:土建与水利学院
- 入职时间: 2011-05-31
- 学科:结构工程
- 办公地点:山东大学千佛山校区土建与水利学院304室
访问量:
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[21]
田利.
Shaking Table Tests of a Reduced-Scale UHV Transmission Tower-Line System Subjected to Near-Fault Gr.
International Journal of Structural Stability and Dynamics,
20,
2020.
-
[22]
田利.
Seismic response control of transmission tower-line system using SMA-based TMD.
Structural Engineering and Mechanics,
74,
129,
2020.
-
[23]
田利.
Experimental and numerical analysis of a novel tubular joint for transmission tower.
Journal of Constructional Steel Research,
164,
2020.
-
[24]
田利.
Full-scale test and numerical failure analysis of a latticed steel tubular transmission tower.
ENGINEERING STRUCTURES,
208,
2020.
-
[25]
田利.
A simplified method for estimating fundamental periods of pylons in overhead electricity transmissio.
Earthquake and Structures,
19,
119,
2020.
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[26]
田利.
Critical seismic incidence angle of transmission tower based on shaking table tests.
Structural Engineering and Mechanics,
76,
251,
2020.
-
[27]
田利.
Collapse Simulations of Communication Tower Subjected to Wind Loads Using Dynamic Explicit Method.
Journal of Performance of Constructed Facilities,
34,
2020.
-
[28]
田利.
Progressive collapse analysis of long-span transmission tower-line system under multi-component seis.
Advances in structural Engineering,
20,
1920,
2017.
-
[29]
田利.
Shaking table tests on a reduced-scale UHV transmission tower-line system subjected to near-fault gr.
International Journal of Structural Stability and Dynamics(Online),
2020.
-
[30]
田利.
Seismic response and failure analyses of pile-supported transmission towers on layered soil site.
Structural Engineering and Mechanics(Accepted),
2020.
-
[31]
田利.
Shake table tests of transmission tower-line system under different incident angles of ground motion.
Structural Engineering and Mechanics(Accepted),
2020.
-
[32]
田利.
Full-Scale Test and Numerical Failure Analysis of a Latticed Steel Tubular Transmission Tower.
Engineering Structures,
208,
109919-1-13,
2020.
-
[33]
田利.
A shape memory alloy-tuned mass damper and its application to transmission tower-line system under s.
Structural Engineering and Mechanics,
74,
129-143,
2020.
-
[34]
田利.
Collapse fragility analysis of an extremely long-span transmission tower-line system under wind load.
Advances in Structural Engineering(online),
2020.
-
[35]
田利.
Collapse simulations of a communication tower subjected to wind loads using a dynamic explicit metho.
Journal of Performance of Constructed Facilities,
34,
04020024-1-12,
2020.
-
[36]
田利.
Sensitivity of seismic response and fragility estimate of a transmission tower to structural and gro.
Journal of Constructional Steel Research,
2020.
-
[37]
田利.
Experimental and numerical analysis of a novel tubular joint for transmission tower.
Journal of Constructional Steel Research,
2020.
-
[38]
田利 and Fu, Xing.
Fragility Analysis of Transmission Line Subjected to Wind Loading.
Journal of Performance of Constructed Facilities,
33,
2019.
-
[39]
田利.
The critical angle of seismic incidence of a transmission tower-line system based on the wavelet ene.
Earthquakes and Structures,
2019.
-
[40]
田利.
The critical angle of seismic incidence of transmission tower-line system based on wavelet energy me.
Earthquakes and Structures,
2019.