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Online since: October 2010
Authors: Wei Liu, Zhu Feng Yue, Hang Shan Gao
Dynamic Reliability Evaluation of Pressure Pulsation for hydraulic Power
Pipelines
Wei LIU
1, a, Hangshan GAO 1,b , Zhufeng YUE 1,c
1
School of Mechanics, Civil Eng. & Architecture, Northwestern Polytechnical University, Shannxi,
Xi'an, 710129, China
a
lw_npu@mail.nwpu.edu.cn, bgaohshan@nwpu.edu.cn, czfyue@nwpu.edu.cn
Keywords: Pressure pulsation, Dynamic reliability, Stationary random process, Pipelines
Abstract.
(3) where σpis the standard variation of pressure pulsation, ωc is truncation frequency for numerical integral, its value of 3000Hz~5000Hz can satisfy the precision requirement for generally engineering structures.
Shu: Transactions of ASME, Journal of Fluids Engineering Vol.125(2003): p.194 [7] G.
Reliability Engineering and System Safety, 2002 (77): p.239
Shen Yang Institute of Aeronautical Engineering Thesis for Master's Degree. 2007.
(3) where σpis the standard variation of pressure pulsation, ωc is truncation frequency for numerical integral, its value of 3000Hz~5000Hz can satisfy the precision requirement for generally engineering structures.
Shu: Transactions of ASME, Journal of Fluids Engineering Vol.125(2003): p.194 [7] G.
Reliability Engineering and System Safety, 2002 (77): p.239
Shen Yang Institute of Aeronautical Engineering Thesis for Master's Degree. 2007.
Online since: September 2013
Authors: Yu Dong He, Jun Zheng Wang, Li Peng Wang, Jiang Bo Zhao
Chinese Journal of Mechanical Engineering, 2013, (1): 39-44
Control Engineering Practice, 2008, 16(11): 1275-1284
Journal of Shenyang Architectural and Civil Engineering Institute, 2005, 21(04): 403-6
Chinese Journal of Mechanical Engineering, 2003, 39(02): 18-22.
Control Engineering Practice, 2008, 16(11): 1275-1284
Journal of Shenyang Architectural and Civil Engineering Institute, 2005, 21(04): 403-6
Chinese Journal of Mechanical Engineering, 2003, 39(02): 18-22.
Online since: December 2012
Authors: Nan Ge, Hai Bin Chen, Hua Jing Qu
Normal section bearing capacity of Reinforced concrete frame joints with open floor corner
Haibin CHEN1, a, Nan GE1, b, Huajing QU 1, c
1Hebei United University Hebei Earthquake Engineering Research Center Tangshan, China
achb1973@126.com, bgenanas@163.com, cquhuajing@163.com
Keywords: normal section bearing capacity; open floor corner; strong column and weak beam; Flexural capacity
Abstract.
Engineering examples Structure of the rules of the layer 2 × 3 cross-frame structure, security class II sites, seismic grade two.
China Civil Engineering Journal, 2009(5): 25-32.
(In Chinese) [4] Ahmad J.Durrani,Hikmat E.Zerbe.Seismic Resistance of R/C Exterior Connections with Floor Slab[J].Journal of Structural Engineering,ASCE.1987,113(8):1850-1864
Engineering examples Structure of the rules of the layer 2 × 3 cross-frame structure, security class II sites, seismic grade two.
China Civil Engineering Journal, 2009(5): 25-32.
(In Chinese) [4] Ahmad J.Durrani,Hikmat E.Zerbe.Seismic Resistance of R/C Exterior Connections with Floor Slab[J].Journal of Structural Engineering,ASCE.1987,113(8):1850-1864
Online since: December 2012
Authors: Yean Der Kuan, Jing Yi Chang
It mainly integrates fluid mechanics, mathematics, the numerical method and computer technology, and it is extensively applied in aerospace, automobile, watercraft, construction, machinery, chemical industry, medical engineering, semiconductor process, material, atmosphere and green energy building natural ventilation analysis.
The Airpak CFD software is professional analysis software for engineers, architects and designers.
Zhang: International Conference on Electronic and Mechanical Engineering and Information Technology ( 2011), p.4262-4265
Ning: 2011 International Conference on Electric Technology and Civil Engineering (2011), p.5095 – 5098
The Airpak CFD software is professional analysis software for engineers, architects and designers.
Zhang: International Conference on Electronic and Mechanical Engineering and Information Technology ( 2011), p.4262-4265
Ning: 2011 International Conference on Electric Technology and Civil Engineering (2011), p.5095 – 5098
Online since: December 2014
Authors: Olga Gamayunova, Nikolay Vatin
For example it's educational programs offered by the Civil Engineering Institute of St.
Power Technology and Engineering. 35 (4). (2001), pp. 189-194 [3] A.S.
Seko: Optimization and the dimensional analysis in structural engineering problems.
Journal of Applied Engineering Science/Istrazivanja i Projektovanja za Privredu. 1 (2014), pp. 37-44 [15] N.I.
Power Technology and Engineering. 35 (4). (2001), pp. 189-194 [3] A.S.
Seko: Optimization and the dimensional analysis in structural engineering problems.
Journal of Applied Engineering Science/Istrazivanja i Projektovanja za Privredu. 1 (2014), pp. 37-44 [15] N.I.
Online since: May 2014
Authors: Bei Zhang, Bang Fan Liu, Tao Tao
This is training to engage in computer technology and engineering, communication engineering and management, e-government, e-commerce, electronic financial, economic and other related fields of information senior professionals.
The kind of social relations mainly include the civil information legal relations, administrative information legal relations, economic information legal relations, criminal information law relations and science and technology information law relations, and so on.
Information Systems Engineering, 2004 (5): 41-43
Computer Engineering and Design, 2005 (1): 110-113.
The kind of social relations mainly include the civil information legal relations, administrative information legal relations, economic information legal relations, criminal information law relations and science and technology information law relations, and so on.
Information Systems Engineering, 2004 (5): 41-43
Computer Engineering and Design, 2005 (1): 110-113.
Online since: October 2014
Authors: Zu Jia Zheng, Qing Ping Jin, Liang Li Xiao
For different engineering, the tensile strength formula was established from a macro perspective.
China Civil Engineering Journal, 2007,40(8).74~78.
Highway Engineering,2008( 4):114~117.
In-Situ Test of Glass Fiber Reinforced Polymer Anchor on Highway Slope Reinforcement[J].Chinese Journal of Rock Mechanics and Engineering, 2010.9:4057~4061.
China Civil Engineering Journal, 2007,40(8).74~78.
Highway Engineering,2008( 4):114~117.
In-Situ Test of Glass Fiber Reinforced Polymer Anchor on Highway Slope Reinforcement[J].Chinese Journal of Rock Mechanics and Engineering, 2010.9:4057~4061.
Online since: November 2013
Authors: S. Palanivel, M. Sekar
Flexural and plastic hinge behaviour of GFRP confined FRC beams
S.Palanivel1,a and M.Sekar2,b
1Associate Professor, Pondicherry Engineering College, Puducherry, India
2 Former Professor and Dean, College of Engineering Guindy, Anna University, Chennai, India Principal, Easwari Engineering College, Chennai, India
aspalanivel@pec.edu and bmunusekar@annauniv.edu
Keywords: Confined fibre reinforced concrete, Polyolefin fibre concrete, Synthetic fibre concrete, Flexural behaviour , Load– Deflection relationship, Moment-Curvature relationship.
Srikanth et al, Moment curvature of reinforced concrete beams using various confinement models and experimental validation, Asian journal of civil engineering (building and housing) vol. 8, no. 3 (2007) pages 247-265 [3] Byung Hwan Oh et al, Experimental and theoretical investigation on the postcracking inelastic behavior of synthetic fiber reinforced concrete beams, Cement and Concrete Research 35 (2005) 384- 392
Srikanth et al, Moment curvature of reinforced concrete beams using various confinement models and experimental validation, Asian journal of civil engineering (building and housing) vol. 8, no. 3 (2007) pages 247-265 [3] Byung Hwan Oh et al, Experimental and theoretical investigation on the postcracking inelastic behavior of synthetic fiber reinforced concrete beams, Cement and Concrete Research 35 (2005) 384- 392
Online since: February 2026
Authors: Da Hee Kim, Wi Sung Yoo, Jong Woo Son, Wang Young Jung, Jong Soo Lee, Seong Mi Kang
Optimization of Digital Construction Supervision Systems through Field Practitioner Usability Evaluation and Gap Analysis
Da Hee Kim1,a, Wi Sung Yoo2,b, Jong Woo Son1,c, Wang Young Jung1,d,
Jong Soo Lee1, e and Seong Mi Kang1, f, *
1ITM Engineers & Architects, 747, Seolleung-ro, Gangnam-gu, Seoul, 06056, Korea
2Department of Construction Economics and Finance Research, Construction & Economy Research Institute of Korea, 11F.
Lee: International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering Vol. 9, No. 5 (2015), p. 444-448
Kennedy: Ain Shams Engineering Journal Vol. 11, No. 1 (2020), p. 225-230
Wang: Procedia Engineering Vol. 180 (2017), p. 1237-1246
Lee: International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering Vol. 9, No. 5 (2015), p. 444-448
Kennedy: Ain Shams Engineering Journal Vol. 11, No. 1 (2020), p. 225-230
Wang: Procedia Engineering Vol. 180 (2017), p. 1237-1246
Online since: January 2013
Authors: Jun Hua Cui, Zhan Rong Feng, Li Xia Wang
Research on the Generation of Two-dimensional Fitted-body Grid by
Adjacent Boundary Nodes Sliding Method
Zhanrong Feng*1, a, Lixia Wang2,b and Junhua Cui3,c
National Defense Key Discipline Laboratory of Light Alloy Processing Science and Technology, School of Aeronautical Manufacturing Engineering, Nanchang Hangkong University,
Nanchang, Jiangxi, 330063, P.R.China
afengzhanrong@hotmail.com, bwlxqwert@hotmail.com, ccjhllh@163.com
Keywords: CFD; body-fitted grid; orthogonal property; Adjacent Boundary Nodes Sliding Method
Abstract.
Acknowledgements The authors would like to thank the National Natural Science Foundation of China (No. 51165037), The Key Laboratory for Terrain-Machine bionics Engineering, Ministry of Education, china, Jilin University (No.
Chinese Journal of Mechanical Engineering, 2007, 43(2):1-12
Journal of Civil Aviation Flight University of China, 2002, 13(4): 31-33
[9] KE Yu, SHU Xuan-wu, The development and debug method based on ObjectARX[C]// Proceedings of the 11th symposium on engineering construction of computer technique application.
Acknowledgements The authors would like to thank the National Natural Science Foundation of China (No. 51165037), The Key Laboratory for Terrain-Machine bionics Engineering, Ministry of Education, china, Jilin University (No.
Chinese Journal of Mechanical Engineering, 2007, 43(2):1-12
Journal of Civil Aviation Flight University of China, 2002, 13(4): 31-33
[9] KE Yu, SHU Xuan-wu, The development and debug method based on ObjectARX[C]// Proceedings of the 11th symposium on engineering construction of computer technique application.