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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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[61]
Tian Li and Qiu Canxing.
Control Strategy of Residual Drift for BRBFs by Combining Self-Centering Concentrically Braced Frame.
ASCE Journal of Performance of Constructed Facilities,
32,
04018047-1-10,
2018.
-
[62]
邱灿星 and 田利.
Feasibility Analysis of SMA-Based Damping Devices for Use in Seismic Isolation of Low-Rise Frame Bui.
International Journal of Structural Stability and Dynamics,
18,
2018.
-
[63]
田利.
Orienting Ground Motion Inputs to Achieve Maximum Seismic Displacement Demands on Electricity Transm.
Journal of Structural Engineering,
144,
2018.
-
[64]
田利.
风致通信铁塔倒塌破坏分析.
中国钢结构协会结构稳定与疲劳分会第16届（ISSF-2018）学术交流会暨教学研讨会,
2018.
-
[65]
田利.
近断层地震下输电塔-线体系振动台试验研究.
土木工程学报,
2018.
-
[66]
田利.
基于新《电力设施抗震设计规范》的地震动随机模型参数研究.
地震工程学报,
2018.
-
[67]
田利.
地震作用下高压输电塔-线体系纵向减震控制分析.
沈阳建筑大学学报(自然科学版),
2018.
-
[68]
田利.
地震下考虑桩-土-结构相互作用的输电塔-线体系响应分析.
世界地震工程,
2018.
-
[69]
王彦明 , 田利 and 侯和涛.
预应力混凝土钢肋叠合板受弯性能试验与理论研究.
建筑结构学报,
2018.
-
[70]
邱灿星 and 田利.
Modal pushover analysis of self-centering concentrically braced frames.
Structural Engineering and Mechanics,
65,
251,
2018.
-
[71]
田利.
Influence of different criteria for selecting ground motions compatible with IEEE 693 required respo.
Engineering Structures,
156,
337,
2018.
-
[72]
Qiu Canxing, Zhang Yichen, Li Han, Qu Bing, Hou Hetao, Tian Li.
Seismic performance of concentrically braced frames with non-buckling braces: a comparative study.
Engineering structures,
154,
93-102,
2018.
-
[73]
邱灿星 , 侯和涛 and 田利.
Performance-based plastic design approach for multi-story self-centering concentrically braced frame.
Engineering Structures,
153,
628,
2017.
-
[74]
Tian Li, Ma Ruisheng, Pan Haiyang, Qiu Canxing and Li WenFeng.
Progressive collapse analysis of long span transmission tower-line system under multi-component seis.
Advances in Structural Engineering,
20,
1920-1932,
2017.
-
[75]
邱灿星 and 田利.
Collapse simulations of a long span transmission tower-line system subjected to near-fault ground mo.
Earthquakes and Structures,
13,
211,
2017.
-
[76]
田利 and 刘玉萍.
Vibration Control of a Power Transmission Tower with Pounding Tuned Mass Damper under Multi-Componen.
Applied Sciences-Basel,
7,
2017.
-
[77]
田利
Shake table tests of steel towers supporting extremely long-span electricity transmission lines unde.
ENGINEERING STRUCTURES,
132,
791,
2017.
-
[78]
田利.
大跨越输电塔-线耦联体系振动台试验模型设计研究.
世界地震工程,
33,
42,
2017.
-
[79]
田利
Influence of spatial variation of ground motions on dynamic responses of supporting towers of overhe.
ENGINEERING STRUCTURES,
2016.
-
[80]
田利.
Parametric Study of Tuned Mass Dampers for Long Span Transmission Tower-Line System under Wind Loads.
Shock and vibration,
2016.
