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Online since: May 2011
Authors: Yong Hong Li
Structural Optimization Based on Inversion Reduced-basis Method
Yonghong Li
Institute of Rheological Mechanics &Material Engineering,
Central South University of Forestry & Technology,Changsha,410004, P.R.
However, the linear elastic operators of some practical engineering problems can’t be expressed explicitly by design parameters.
In this paper, IRBM is illustrated theoretically and used to an engineering structure.
Furthermore, the linear elastic operators of the practical engineering problems can’t be expressed explicitly by design parameters.
Changsha: The 4th International Symposium on Lifetime Engineering of Civil Infrastructure, (2009), p. 690-694 [5] Guangnan Xuan, Runwei Cheng: Genetic Algorithms and Engineering Design.
However, the linear elastic operators of some practical engineering problems can’t be expressed explicitly by design parameters.
In this paper, IRBM is illustrated theoretically and used to an engineering structure.
Furthermore, the linear elastic operators of the practical engineering problems can’t be expressed explicitly by design parameters.
Changsha: The 4th International Symposium on Lifetime Engineering of Civil Infrastructure, (2009), p. 690-694 [5] Guangnan Xuan, Runwei Cheng: Genetic Algorithms and Engineering Design.
Online since: September 2011
Authors: Bing Jun Wang, Hong Tian Xiao
Xiaob
Department of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266510, People’s Republic of China
abingjun.wang@yahoo.com.cn, bxiaohongtian@sina.com
Key words: rectangular crack, interaction, DBEM, transversely isotropic material, half space
Abstract.
Li: Nuclear Engineering and Design. 2004, 231:1-11
Yue: International Journal of Engineering Science. 1995, 33:351-69
Pan: Engineering Analysis with Boundary Elements. 2007, 31:50-56
Yuan: International Journal for Numerical Methods in Engineering. 2000, 48: 211-237.
Li: Nuclear Engineering and Design. 2004, 231:1-11
Yue: International Journal of Engineering Science. 1995, 33:351-69
Pan: Engineering Analysis with Boundary Elements. 2007, 31:50-56
Yuan: International Journal for Numerical Methods in Engineering. 2000, 48: 211-237.
Online since: December 2012
Authors: Xin Yu Li, Hao Hu, Chao Yang Li
A Study of Exploring the Second Channel for Yangshan Deep-sea Port
Xinyu Li1, a, Hao Hu1,b and Chaoyang Li1,c
1School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, 800 Dong Chuan Road, Shanghai 200240, China
ausafh911@hotmail.com, bhhu@sjtu.edu.cn, ccyljjf@tom.com
Keywords: Planning, Yangshan Deep-sea Port, the second channel, techno-economic analysis, Cost-Effectiveness Analysis (CEA)
Abstract.
According to experts from some relative fields, such as Engineering Construction Headquarters of Yangshan Port, CCCC Third Harbor Consultant, etc., the initial investment and the score of other indicators are concluded in Table 2.
Acknowledgements This paper was supported by Shanghai Custom District, Engineering Construction Headquarters of Yangshan Port, CCCC Third Harbor Consultant and Institute of Engineering Management of Shanghai Jiao Tong University.
References [1] Dongjun Guo: Basic Research on Shanghai’s Underground Containers’ Transportation System (Shanghai Municipal Engineering Design Institute, Shanghai 2009) (In Chinese) [2] Qixian Cheng and Hong Zhen: China Water Transport.
Vol. 9 (2009), p. 46-48 (In Chinese) [4] Information on http://www.ce.cn [5] Changyu Shao: Structural Engineering International, Vol.18, No. 1 (2008), p. 67-72(6)
According to experts from some relative fields, such as Engineering Construction Headquarters of Yangshan Port, CCCC Third Harbor Consultant, etc., the initial investment and the score of other indicators are concluded in Table 2.
Acknowledgements This paper was supported by Shanghai Custom District, Engineering Construction Headquarters of Yangshan Port, CCCC Third Harbor Consultant and Institute of Engineering Management of Shanghai Jiao Tong University.
References [1] Dongjun Guo: Basic Research on Shanghai’s Underground Containers’ Transportation System (Shanghai Municipal Engineering Design Institute, Shanghai 2009) (In Chinese) [2] Qixian Cheng and Hong Zhen: China Water Transport.
Vol. 9 (2009), p. 46-48 (In Chinese) [4] Information on http://www.ce.cn [5] Changyu Shao: Structural Engineering International, Vol.18, No. 1 (2008), p. 67-72(6)
Online since: July 2014
Authors: Qi Fang Liu, Mao Sheng Gong, Yan Bin Gao, Xiao Hua Li
Study on Probabilistic Identification Method of Structural Physical Parameter Based on Bayesian Estimation
Maosheng GONG1, a, Xiaohua LI2, b, Yanbin GAO1, c and Qifang LIU1, d
1Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, Harbin 150080, China
2Key Laboratory of Earthquake Monitoring and Disaster Mitigation Technology, CEA, Earthquake Administration of Guangdong Province, Guangzhou 510070, China
agmshiem@163.com, blixiaohua446@163.com, cgybiem@gmail.com, dqifang_liu@126.com
Keywords: Physical Parameter; Modal Parameter; Bayesian Estimation; Parameter Identification
Abstract.
Ching, et al: Computer-Aided Civil and Infrastructure Engineering, 21(2006), 242-257
Katafygiotis: Journal of Engineering Mechanics, 124 (4) (1998), 455- 461
Beck: Journal of Engineering Mechanics, 130 (1) (2004), 16-33
Ching, et al: Computer-Aided Civil and Infrastructure Engineering, 21(2006), 242-257
Katafygiotis: Journal of Engineering Mechanics, 124 (4) (1998), 455- 461
Beck: Journal of Engineering Mechanics, 130 (1) (2004), 16-33
Online since: June 2010
Authors: Ya Hong Yang, Ying Wang
A Hybrid Algorithm Based on PSO and DE and Its Application in
Complexity System
Yahong Yang1, a, Ying Wang2,b
1
College of Civil Engineering, LanZhou University of Technology Lanzhou, China
a
yangyahong@lut.cn, bwangy@lut.cn
Keywords: Particle Swarm Optimization(PSO); Differential Evolution(DE); Petri Net; Complex
System
Abstract.
Introduction Complex systems[1][2] have become an important research topic for researchers and practitioners in academic and engineering domains.
Optimization technology[5][6] is an application technology based on mathematics to solve varieties of engineering problem.
Concurrent Systems Engineering Series,65:249-266,2007
Key Engineering Materials, 407-408:268-272,2009.
Introduction Complex systems[1][2] have become an important research topic for researchers and practitioners in academic and engineering domains.
Optimization technology[5][6] is an application technology based on mathematics to solve varieties of engineering problem.
Concurrent Systems Engineering Series,65:249-266,2007
Key Engineering Materials, 407-408:268-272,2009.
Online since: October 2013
Authors: Ning Xu, Long Wang
Due to the limitations of conveying the two-dimensional drawings to the proposed three-dimensional solid engineering, the phenomenon of not well understanding the design intent happened frequently.
The first is the disclosure from the technical director of project department to the technical person in charge of the engineering department (generally simultaneously with drawings reviewing).
The second is the disclosure from the technical director of the engineering department to the construction captain; the third is the disclosure from the construction captain to construction workers.
BIM, Building Information Modeling, based on the three-dimensional digital technology, is an engineering data model integrated relevant information of construction project [4].
[5] Eastman C, Teicholz P, Sacks R, et a1, BIM Handbook: A Guide to Building Information Modeling for Owners, Managers, Designers, Engineers and Contractors, John Wiley&Sons, Inc.
The first is the disclosure from the technical director of project department to the technical person in charge of the engineering department (generally simultaneously with drawings reviewing).
The second is the disclosure from the technical director of the engineering department to the construction captain; the third is the disclosure from the construction captain to construction workers.
BIM, Building Information Modeling, based on the three-dimensional digital technology, is an engineering data model integrated relevant information of construction project [4].
[5] Eastman C, Teicholz P, Sacks R, et a1, BIM Handbook: A Guide to Building Information Modeling for Owners, Managers, Designers, Engineers and Contractors, John Wiley&Sons, Inc.
Online since: June 2015
Authors: Cristian Oliviu Burada, Dumitru Bolcu, Cosmin Mihai Miriţoiu, Sabin Vasile Rizescu, Marius Marinel Stănescu, Vîlcu Roşca
Sandwich structures have many applications in the mechanical engineering, aerospace engineering, automotive engineering or civil constructions engineering, like: aircraft or satellites building, planes floor building, ships floor building, concrete forming frames or plates, vehicles body, and so on [2,3].
All the obtained results are original, because this type of the composite bar has not been studied in the engineering literature before.
In practical engineering, these types of composites structures can be used for: - planes floor building; - ships floor building; - the construction of concrete forming, and so on.
All the obtained results are original, because this type of the composite bar has not been studied in the engineering literature before.
In practical engineering, these types of composites structures can be used for: - planes floor building; - ships floor building; - the construction of concrete forming, and so on.
Online since: August 2013
Authors: Lin Zhang, Jian Li Zhang, Nan Zhen Yao
Reference
[1] Liu Yingdong, cold Mingwei, Chen Xiaoyun, “Maximal Frequent Itemsets Mining Algorithm Based on Linked List Array,” Computer Engineering, pp. 89-90,93, June, 2010
[2] Ma Qiang, “Improved Algorithm based on Apriori Algorithm,” computer development and application, pp. 94-96, June, 2010 [3] Guo Xiujuan, Zhang Shubin, Yue Junhua, “Research Association Rules of Data Mining Algorithm Based on Apriori,” Journal of Jilin Institute of Architecture & Civil Engineering, pp. 57-60, March, 2010
[4] Wang Pingshui, “Research on association rules mining algorithm,” Computer Engineering and Applications, pp. 115-116, 2010
[6] CHEN Fu-ji,LI Fu-ping, “Frequent Itemset Mining Algorithm Based on Multiple Minimum Support Degrees”,Computer Engineering, pp. 36-37, December, 2011
“Frequent Itemsets Mining Algorithm Based on Sorting Index Matrix”, Computer Engineering, pp. 41-44,48, October, 2012.
[2] Ma Qiang, “Improved Algorithm based on Apriori Algorithm,” computer development and application, pp. 94-96, June, 2010 [3] Guo Xiujuan, Zhang Shubin, Yue Junhua, “Research Association Rules of Data Mining Algorithm Based on Apriori,” Journal of Jilin Institute of Architecture & Civil Engineering, pp. 57-60, March, 2010
[4] Wang Pingshui, “Research on association rules mining algorithm,” Computer Engineering and Applications, pp. 115-116, 2010
[6] CHEN Fu-ji,LI Fu-ping, “Frequent Itemset Mining Algorithm Based on Multiple Minimum Support Degrees”,Computer Engineering, pp. 36-37, December, 2011
“Frequent Itemsets Mining Algorithm Based on Sorting Index Matrix”, Computer Engineering, pp. 41-44,48, October, 2012.
Online since: October 2012
Authors: Jie Ying Sui, Di Tao Niu, Chen Ming Xu
Studies on performance-based seismic design for RC frame structures with energy dissipation
Jieyjing Sui 1, a,DitaoNiu1b and ChenmingXu 1,c
1 Civil Engineering College, Qingdao Technological University, China,266033
asuijieying@sina.com, bniuditao@163.com, c 278787234@qq.com
Keywords: SMA damper; performance-based seismic design; performance objectives; time history analysis
Abstract.
Introduction The philosophy and methodology of performance-based seismic design (PBSD) has been an extensive topic discussed by earthquake engineering expert at home and abroad[1~5], and this method has its obvious advantages when it is applied to the design of structure-controlled systems.
According to the damage analysis of China’s Engineering, the destruction of the structure is divided into five levels: largely intact, slight damage, moderate damage, severe damage and collapse.
[3]Li xiaoli, Wu min zhe, Guo di, World earthquake engineering, Vol. 20 No.1(2004), p. 153-156, In Chinese
[5] Wu Ji-wei, Earthquake Resistant Engineering and Retrofitting, Vol.31, No.5(2009), p. 70-73, In Chinese
Introduction The philosophy and methodology of performance-based seismic design (PBSD) has been an extensive topic discussed by earthquake engineering expert at home and abroad[1~5], and this method has its obvious advantages when it is applied to the design of structure-controlled systems.
According to the damage analysis of China’s Engineering, the destruction of the structure is divided into five levels: largely intact, slight damage, moderate damage, severe damage and collapse.
[3]Li xiaoli, Wu min zhe, Guo di, World earthquake engineering, Vol. 20 No.1(2004), p. 153-156, In Chinese
[5] Wu Ji-wei, Earthquake Resistant Engineering and Retrofitting, Vol.31, No.5(2009), p. 70-73, In Chinese
Online since: January 2013
Authors: Zhi Biao Guo, Jiong Wang, Yang Liu, Jie Wen Pang, Bin Liu
Measurement and the distribution law of in situ stresses of Tingnan coal mine
Jiong Wang1,2,a, Yang Liu1,2,b, Zhibiao Guo1,2,b, Jiewen Pang1,2, Bin Liu3
1 China State Key Laboratory for GeoMechanics and Deep Underground Engineering, Beijing, China
2 School of Mechanics & Civil Engineering, China University of Ming & Technology (Beijing),China
3 Shenyang Coking Coal Co.
Introduction In situ stress is a very important and basic factor causing the deformation and failure of the surrounding rock mass and the dynamic disasters in mining engineering [1].
In situ stresses is essential for the design of rock engineering, analysis of surrounding rock mass stability, prediction on dynamic disaster of coal and rock.
The procedure of the measurement 3 Field measurement 3.1 Engineering geological background Tingnan Coal Mine is located in Xianyang, Shanxi, and it is governed by Changwu City.
Chinese Journal of Rock Mechanics and Engineering.12 (3):275~283.
Introduction In situ stress is a very important and basic factor causing the deformation and failure of the surrounding rock mass and the dynamic disasters in mining engineering [1].
In situ stresses is essential for the design of rock engineering, analysis of surrounding rock mass stability, prediction on dynamic disaster of coal and rock.
The procedure of the measurement 3 Field measurement 3.1 Engineering geological background Tingnan Coal Mine is located in Xianyang, Shanxi, and it is governed by Changwu City.
Chinese Journal of Rock Mechanics and Engineering.12 (3):275~283.