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检索条件"机构=Key Lab. of Structures Dynamic Behavior and Control"
282 条 记 录,以下是31-40 订阅
排序:
Axial compressive behavior of concrete-filled double-skin steel tubular columns with localized cracks
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structures 2025年 78卷
作者: Tong Zhang Shiqi Huang Shan Gao School of Civil Engineering Liaoning Technical University Fuxin Liaoning 123000 China Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin 150000 China
Concrete-filled double-skin steel tubular (CFDST) columns are widely used in a wide range of applications such as high-rise buildings, long-span bridges, offshore platforms, and heavy-duty industrial structures. Howev...
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Seismic behavior of FRP-retrofitted rectangular RC columns subjected to oblique horizontal earthquake actions
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Construction and Building Materials 2025年 482卷
作者: Zhu, Furui Zhang, Mengjie Zhang, Dawei Wang, Daiyu Wang, Zhenyu Zhang, Yaodong School of Civil Engineering Harbin Institute of Technology Harbin150090 China Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin150090 China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin150090 China Department of Civil Construction and Environmental Engineering North Dakota State University Fargo58102 United States School of Civil Engineering Yantai University Yantai264005 China
Externally wrapped fiber-reinforced polymer (FRP) confinement has proven effective in improving the seismic performance of reinforced concrete (RC) columns. However, existing seismic design recommendations are primari... 详细信息
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Comparjsion of seismic performance of rc precast fabricated shear wall with different infillled opening
Comparjsion of seismic performance of rc precast fabricated ...
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2015 fib Symposium: Concrete - Innovation and Design
作者: Zhai, Ximei Hu, Wenbo Key Lab. of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin Heilongjiang150090 China
A new method to infill the opening in the RC precast fabricated concrete shear wall was applied in China. In this paper, three geometrically identical RC precast fabricated shear wall specimens were experimented under... 详细信息
来源: 评论
Aerodynamic design and analysis for offshore wind turbine blade model
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Energy 2025年 330卷
作者: Ziyang Zhang Wen-Li Chen Jiabin Liu Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin 150090 China Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin 150090 China
Model experiments are essential for designing and analysing offshore wind turbines. During the scaling process of the model, the rotor thrust significantly decreases due to the Reynolds number effect. As wind turbines...
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A novel tuned heave plate system for heave motion suppression and energy harvesting on semi-submersible platforms
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Science China(Technological Sciences) 2016年 第6期59卷 897-912页
作者: LIU Kun OU Jin Ping School of Civil Engineering Harbin Institute of Technology Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Institute of Ocean Deep Water Engineering Dalian University of Technology
Deepwater offshore structures such as semi-submersible platforms suffer powerful ocean waves due to their location and site condition. The long distance away from the shore also brings many difficulties to energy supp... 详细信息
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Experimental study on seismic performance of reinforced concrete frame columns supported with post-build wing walls
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Open Civil Engineering Journal 2017年 11卷 82-91页
作者: Fan, Yang Ying, Wang Key Lab of Structures Dynamic Behavior and Control of the Ministry Education Harbin Institute of Technology Harbin 150090 China
Six specimens of concrete frame columns reinforced by post-build wing walls on the opposite faces were designed and fabricated to investigate their seismic performance. Axial compression ratio was considered as the cr... 详细信息
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Experimental and numerical studies on axial residual capacity of HSCHS tube after lateral impact
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Thin-Walled structures 2025年 215卷
作者: Kaiyun Yang Ximei Zhai Huaxiao Gao Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology Harbin 150090 China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Technology Harbin Institute of Technology Harbin 150090 China
In this paper, experimental works of 19 impacted high-strength steel circular hollow section (HSCHS) specimens and one non-impacted specimen were carried out, to obtain their axial residual compressive performance sub... 详细信息
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Study of the mechanics of progressive collapse of FPB isolated beam-pier substructures
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Frontiers of Structural and Civil Engineering 2022年 第6期16卷 718-728页
作者: Jingcai ZHANG Yong DING Xinchun GUAN Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of TechnologyHarbin 150090China Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information Harbin Institute of TechnologyHarbin 150090China
The horizontal stiffness of the isolated layer is reduced substantially by a friction pendulum bearing(FPB)toprotectthe structure from potential damages caused by ***,horizontal stiffness is essential to progressive c... 详细信息
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Numerical investigation on prestressed shear key splice connections for onshore wind turbine foundations
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Engineering structures 2025年 339卷
作者: Zhang, Dongliang Liu, Wantong Wang, Fei Yu, Zhe Wu, Xiangguo Li, Tianhao Fu, Kun Magar, Anish Thapa Hwang, Hyeon-Jong Xian, Xiangping PowerChina Huadong Engineering Corporation Limited Hangzhou311122 China School of Civil Engineering Harbin Institute of Technology Harbin150090 China Department of Architecture and Civil Engineering City University of Hong Kong 83 Tat Chee Avenue Kowloon Tong999077 Hong Kong College of Civil Engineering Fuzhou University Fuzhou350108 China Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology Harbin Institute of Technology Harbin150090 China School of Architecture Konkuk University Seoul05029 Korea Republic of
Prestressed shear key splice connections are used for the assembly of prefabricated foundation modules in wind turbine towers. This study proposed a simplified section analysis to estimate the flexural moment strength... 详细信息
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Study on the effect of ground motion direction on the response of engineering structure
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Earthquake Engineering and Engineering Vibration 2016年 第4期15卷 649-656页
作者: Sun Menghan Fan Feng Sun Baitao Zhi Xudong Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education Harbin Institute of Technology School of Civil Engineering Harbin Institute of Technology Key Laboratory of Earthquake Engineering and Engineering Vibration Institute of Engineering Mechanics China Earthquake Administration
Due to the randomness of earthquake wave magnitude and direction, and the uncertain direction of strong axis and weak axis in the construction of engineering structures, the effect of the direction of ground motion on... 详细信息
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