Chen Jianyun
Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates
Gender:Male
Alma Mater:大连理工大学
Degree:Doctoral Degree
School/Department:水利工程系
Discipline:Hydraulic Structure Engineering. Disaster Prevention & Mitigation Engineering. Structural Engineering. Project Management
Contact Information:QQ:593001776
E-Mail:eerd001@dlut.edu.cn
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Date of Publication:2010-01-01
Journal:防灾减灾工程学报
Volume:30
Issue:2
Page Number:196-201
ISSN No.:1672-2132
Abstract:Seismic isolation technology is a new method developed in recent decades.It has been applied widely in ground-structures and achieved remarkable efficiencies.Based on Newmark' s step-by-step implicit integration FEM method and viscoelasticity artificial boundary theory,this paper investigated two kinds of shock absorption measures,which are shock absorption layer setting and grouting in the surrounding rock within certain influencing distances to the linings during the construction of water-conveyance tunnel.Moreover,the shock absorption effects,applicability and mechanisms are also analyzed.The results show:in soft soil,the stress in the lining of the water-conveyance tunnel decreases by using of the two measures,which is liable to protect the lining;rock grouting is a more effective shock absorption measure and the aseismatic capability of surrounding rocks can be improved.For water-conveyance tunnel in hard rocks,the shock layer is more effective.The results can provide useful reference for the aseismatic design of water-conveyance tunnel.
Note:新增回溯数据
2004 -博士生导师,大连理工大学土木水利学院
2006- 教授,大连理工大学土木水利学院
2007- 2008 研究生院副院长
2009 - 2014 建设工程学部水利学院 副院长
1999 -2004 副教授,大连理工大学土木水利学院 ,工程抗震研究所副所长