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


Paper Publications

地震作用下碾压混凝土重力坝的可靠度分析

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Indexed by:期刊论文

Date of Publication:2022-06-27

Journal:岩石力学与工程学报

Affiliation of Author(s):建设工程学部

Issue:3

Page Number:564-571

ISSN No.:1000-6915

Abstract:Due to the uncertainty of material parameters and randomness of earthquake, the dynamic response of high rolled compacted concrete (RCC) gravity dam is uncertain. Analyses of the seismic failure probability and aseismic reliabilities of gravity dam located at meizoseismal area are difficult. Taking the variability of material parameters and earthquake into account, a quadratic polynomial fitting by using response surface method is used to simulate the limit state equation of RCC gravity dam. The reliability index is calculated by a finite iteration step method. The distribution of effective earthquake forces is ameliorated according to adaptive spectra-based Push-over procedure and used to calculate the gravity dam's reliability. The influences of different failure paths on the reliability of RCC gravity dam are studied by analyzing the dam's ultimate bearing capacity. Probable seismic failure paths and failure modes corresponding to limit load state and normal operation state are analyzed. The failure probabilities for the different failure modes corresponding to dam, rock, sliding of roller compacted layer and floor are further analyzed. Based on system reliability theory, the dynamic system failure probability and reliability index of RCC gravity dam are obtained in terms of the correlated and non-correlated failure modes. The results indicate that the reliability levels have relation to various failure paths. The corporate influence of the different failure paths on the system reliability should be considered.

Note:新增回溯数据

Pre One:地震作用下混凝土坝时变动力可靠度的概率密度演化方法研究

Next One:地震作用下输水隧道的流-固耦合分析

Profile


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