Associate Researchers
Zhang Haoyu
Academic Title |
Associate Professor |
Research field |
Engineering Seismic damage assessment |
Phone |
+86-451-86672438 |
Fax |
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concretez@163.com |
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Address |
No.29, Xuefu Rd., Nangang, Harbin, Heilongjiang150080, China |
Education |
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Ph.D. |
Civil Engineering, Harbin Institute of Technology, 2009 |
M.E. |
Civil Engineering, Harbin Institute of Technology, 2005 |
B.E. |
Civil Engineering, Harbin Institute of Technology, 2001 |
Professional Experience |
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2014.01 till now |
Associate Professor, Institute of Engineering Mechanics, CEA |
2012.01-2013.12 |
Assistant Researcher, Institute of Engineering Mechanics, CEA |
2010.09-2011.12 |
Lecturer, Jilin Institute of Architecture and Civil Engineering |
2001.09-2002.08 |
Engineer, Northeast Petroleum University |
Research Interest |
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Bidirectional damage performance of reinforced concrete structures Seismic assessment and retrofit of existing RC and masonry structures |
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Foundation analysis, design and construction positioning of the shake table |
Academic Service and Activities |
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Supported Projects |
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1 |
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Selected Publications |
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1 |
Zhang Haoyu, Wang Tao, Lin Xuchuan, Qu Zhe, Mao Chenxi. Seismic Damage of RC Frames in Nepal Ms. 8.1 Earthquake. Engineering Mechanics. 2016, 9: 59-68. (in Chinese) |
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2 |
Zhang Haoyu, Chen Hongfu, Lin Xuchuan, Chen Hao, Mao Chenxi. Mechanism Analysis and Prevention of Seismic Shear Failure of RC Frame Columns. Journal of Harbin Institute of Technology, 2017, 6. (in Chinese) |
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3 |
Sun Baitao, Zhang Haoyu, Yan Peilei. Earthquake Damage and Feature Analysis of Chinese Traditional Timber Frame Structures Subjected to the Lushan 7.0 Earthquake. China Civil Engineering Journal, 2014. 3 (47): 1-11 (in Chinese) |
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4 |
LIN Xuchuan, ZHANG Haoyu, CHEN Hongfu, et al. Field investigation on severely damaged aseismic buildings in 2014 Ludian earthquake. Earthquake Engineering and Engineering Vibration, 2015, 14 (1): 169-176. |
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5 |
Qu Bowen,Zhang Haoyu, Mao Chenxi, Zhang Liangquan. Quantitative seismic damage assessment method for reinforced concrete frame column. World Earthquake Engineering, 2018,34(3): 85-93. |
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