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Supervised by Ministry of Industry and Information Technology of The People's Republic of China Sponsored by Harbin Institute of Technology Editor-in-chief Yu Zhou ISSNISSN 1005-9113 CNCN 23-1378/T

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Related citation:YU Xiao-ye,Fan Fong,Zhi Xu Dong,Shen Shi Zhao.Damage mechanism of single-layer reticulated domes under severe earthquakes[J].Journal of Harbin Institute Of Technology(New Series),2009,16(1):121-130.DOI:10.11916/j.issn.1005-9113.2009.01.025.
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Damage mechanism of single-layer reticulated domes under severe earthquakes
Author NameAffiliation
YU Xiao-ye School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 
Fan Fong School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 
Zhi Xu Dong School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 
Shen Shi Zhao School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 
Abstract:
To study the damage mechanism of single-layer reticulated domes subject to severe earthquakes, three limit states of single-layer reticulated domes under earthquakes are defined firstly in this paper. Then, two failure modes are presented by analyzing damage behaviors, and their characteristics are pointed out respectively. Furthermore, the damage process is analyzed and the causes of structural damage in different levels are studied. Finally, by comparing deformation and vibration status of domes with different failure modes, the principles of different failures are revealed and an integrated frame of damage mechanism is set up.
Key words:  single-layer reticulated domes  severe earthquakes  damage mechanism  limit states  failure modes
DOI：10.11916/j.issn.1005-9113.2009.01.025
Clc Number:TU399
Fund:

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