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Online since: May 2019
Authors: Tagreed M. Al-Saadi, Hanaa G. Attiya, Anaam W. Watan
The growing of new ultra-strong composites is of immense interest to manufacturers in different industries, such as automotive, aerospace, defense sporting goods, marine, civil infrastructure, etc., where materials require special strength, stability in dimensional and thermal properties and high stiffness [1].
Al-Qadisiyah Journal for Engineering Sciences, 8(2), 137-146
Plastic Engineering, 2nd edition, Pergamon Press, New York, 1987
Engineering and Technology Journal, 31(12 Part (A) Engineering), 2311-2319
Mechanical Properties of Unsaturated Polyester Filled with Silica Fume, Glass Powder and Carbon Black, Engineering and Technology Journal, 35 A (6), 640-647
Al-Qadisiyah Journal for Engineering Sciences, 8(2), 137-146
Plastic Engineering, 2nd edition, Pergamon Press, New York, 1987
Engineering and Technology Journal, 31(12 Part (A) Engineering), 2311-2319
Mechanical Properties of Unsaturated Polyester Filled with Silica Fume, Glass Powder and Carbon Black, Engineering and Technology Journal, 35 A (6), 640-647
Online since: August 2013
Authors: Bo Wen Hou, Liang Gao, Pu Wang
Influence of rail cant on wheel-rail contact relationship and dynamic
performance in curves for heavy haul railway
Wang Pu1,a, Gao Liang1,b, Hou Bo-Wen1,c
1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
a11115320@bjtu.edu.cn, blgao@bjtu.edu.cn, c08121732@bjtu.edu.cn
Keywords: heavy haul railway, rail cant, wheel-rail contact relationship, dynamic performance, wear, train-track coupling dynamics
Abstract.
Journal of Mechanical Engineering, 2009, 45(5): 39-44.
New York: American Society of Mechanical Engineers, 2009: 473-480
Chinese Journal of Mechanical Engineering, 2008, 44(3): 64-69.
Railway Engineering, 2010, (5): 108-110.
Journal of Mechanical Engineering, 2009, 45(5): 39-44.
New York: American Society of Mechanical Engineers, 2009: 473-480
Chinese Journal of Mechanical Engineering, 2008, 44(3): 64-69.
Railway Engineering, 2010, (5): 108-110.
Online since: January 2019
Authors: Ardeshir Mahdavi, Ulrich Pont, Michela Dalprà, Antonio Frattari, Maurizio Costantini, Claudia Di Noi
LCA-Based Design Support for a Senior Citizens’ Residence
Claudia Di Noi1,a*, Ardeshir Mahdavi2,b, Michela Dalprà1,c, Antonio Frattari1,d, Maurizio Costantini1,e and Ulrich Pont2,f
1Department of Civil, Environmental and Mechanical Engineering.
The project constitutes the major part of a Master’s thesis in Architectural Engineering, developed at the University of Trento in Italy and at TU Vienna in Austria.
The project constitutes the major part of a Master’s thesis in Architectural Engineering, developed at the University of Trento in Italy and at TU Vienna in Austria.
Online since: October 2008
Authors: Jin Jie Men, Qi Zhou, Qing Xuan Shi
Fragility Analysis Method for Vertically Irregular Reinforced Concrete
Frame Structures
Jinjie Men 1, a, Qi Zhou
1, b and Qingxuan Shi 1, c
1
College of Civil Engineering, Xian University of Architecture and Technology, Xian, China
a
email: men2009@163.com, bemail: zhoudunfu@163.com, cemail: shiqx@xauat.edu.cn
Keywords: fragility analysis; vertically irregular structure; seismic performance evaluation
Abstract.
And in China existing design code and practical engineering, capacity probability of structures is commonly assumed to obey the logarithm normal distribution.
It is known from probability theories and reliability theories for engineering structures that when capacity probability cθ and seismic response dθ are both obey logarithm normal distribution, the average value Zµ and standard deviation Zσ of random variable Z can be expressed as follows: d c Z θ θ µµµ ln ln −=
Then 40 strong earthquake motion records are selected from Strong Motion Database set up by Pacific Earthquake Engineering Research Center (http://peer.berkeley.edu).
Pinto: Seismic fragility analysis of structural systems, Journal of Engineering Mechanics, ASCE, Vol. 132, No.4 (2006), p.385-395 [4] Vision 2000: Performance Based Seismic Engineering of Buildings, Structural Engineering Association of California, Vision 2000 Committee, California (1995) [5] FEMA 273: NEHRP Commentary on the Guidelines for the Rehabilitation of Buildings, Federal Emergency management Agency, Washington, D.C.
And in China existing design code and practical engineering, capacity probability of structures is commonly assumed to obey the logarithm normal distribution.
It is known from probability theories and reliability theories for engineering structures that when capacity probability cθ and seismic response dθ are both obey logarithm normal distribution, the average value Zµ and standard deviation Zσ of random variable Z can be expressed as follows: d c Z θ θ µµµ ln ln −=
Then 40 strong earthquake motion records are selected from Strong Motion Database set up by Pacific Earthquake Engineering Research Center (http://peer.berkeley.edu).
Pinto: Seismic fragility analysis of structural systems, Journal of Engineering Mechanics, ASCE, Vol. 132, No.4 (2006), p.385-395 [4] Vision 2000: Performance Based Seismic Engineering of Buildings, Structural Engineering Association of California, Vision 2000 Committee, California (1995) [5] FEMA 273: NEHRP Commentary on the Guidelines for the Rehabilitation of Buildings, Federal Emergency management Agency, Washington, D.C.
Online since: August 2013
Authors: Yong Jiang Shen, Hai Hao Cui, Biao Deng, Wen Kang
Optimization design of coupling beam of the frame double-row piles
Yongjiang Shen1,2,a, Haihao Cui1,b, Biao Deng1,c and Kang Wen1,d
1 College of Civil Engineering, Central South University
2 National Engineering Laboratory for High Speed Railway Construction, Central South University
aemail:shyj79@163.com, bemail:603556068@qq.com, cemail:184136996@qq.com, demail:408233465@qq.com
Keywords: Landslide, Piles row distance, Landslide thrust.
China Journal of Geotechnical Engineering,2008,30(8):1033-1037
[8] Mei-jun Lü,E-chuan.Yan.Chinese Journal of Rock Mechanics and Engineering,2 005, 24(Supp.1):4866-4871
Chinese Journal of Rock Mechanics and Engineering,2010,29(supp.1):3034–3038
[16]Fen Tang,Ying-ren Zheng, Bo Yang.Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):3162-3168
China Journal of Geotechnical Engineering,2008,30(8):1033-1037
[8] Mei-jun Lü,E-chuan.Yan.Chinese Journal of Rock Mechanics and Engineering,2 005, 24(Supp.1):4866-4871
Chinese Journal of Rock Mechanics and Engineering,2010,29(supp.1):3034–3038
[16]Fen Tang,Ying-ren Zheng, Bo Yang.Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):3162-3168
Online since: July 2016
Authors: Phuong Tran, Gabriele Imbalzano, Peter V.S. Lee, Dayalan Gunasegaram, Tuan D. Ngo
Ngo2
1Department of Mechanical Engineering, The University of Melbourne, Melbourne, VIC, Australia
2Department of Infrastructure Engineering, The University of Melbourne, Melbourne, VIC, Australia
3CSIRO, Clayton, VIC, Australia
agimbalzano@student.unimelb.edu.au, bphuong.tran@unimelb.edu.au
Keywords: Auxetic Composite; Blast performance; Finite-element simulation; Negative Poisson’s Ratio; Statistical method; Taguchi Method
Abstract.
Civil Engineering and Architecture, 2013. 1(3): p. 88-95
Arabian Journal for Science and Engineering, 2015
International Journal of Impact Engineering, 2004. 30(10): p. 1283-1305
Composites Part B: Engineering, 2014. 62: p. 218-229.
Civil Engineering and Architecture, 2013. 1(3): p. 88-95
Arabian Journal for Science and Engineering, 2015
International Journal of Impact Engineering, 2004. 30(10): p. 1283-1305
Composites Part B: Engineering, 2014. 62: p. 218-229.
Online since: September 2012
Authors: Zhong Guo Huang, Zong Ke Shao, Guang Jun Li, Shun Yao Jin, Sheng Yuan, Xu Dong Xu
The application of finite element analysis in Rubber bladder forming and springback compensation
Guangjun Li 1,a, Shunyao Jin2,b, Sheng Yuan 1,c
Zongke Shao 2,d, Xudong Xu 1,e, Zhongguo Huang 2,f
1 Manufacture Engineering Department , Chengdu Aircraft Industrial (Group) Co., Ltd.
Chengdu 610092, China 2 School of Mechanical Engineering, University of Science and Technology Beijing 100083, China algjwcl@sina.com, bjsy_white@126.com, cys_1225@sina.com dshaozongke@126.com, exuxudong@vip.163.com, fzghuang@vip.163.com Keywords: Rubber bladder forming, finite element analysis, springback compensation, application.
Introduction In order to meet the needs of modern military and civil aircraft development in Sichuan faster, shorter cycle, making higher precision requirements, Virtual computer digital design and manufacturing is the development trend of the aircraft manufacturing industry.
Along with the progress of computer technology, the finite element analysis technology is close to the goal of "when big engineering" or even"2 hours engineering ", finite element of sheet metal forming technology has begun to enter the field of industrial field, and become the indispensable link of manufacture field.
(In Chinese) [2] Wang Shuheng, Sun Jining, Wang Wei, et al: Die compensation for sheet metal forming process using PAM-STAMP 2G., Journal of Plasticity Engineering, Vol.14 (2006)No.6, pp.92-95
Chengdu 610092, China 2 School of Mechanical Engineering, University of Science and Technology Beijing 100083, China algjwcl@sina.com, bjsy_white@126.com, cys_1225@sina.com dshaozongke@126.com, exuxudong@vip.163.com, fzghuang@vip.163.com Keywords: Rubber bladder forming, finite element analysis, springback compensation, application.
Introduction In order to meet the needs of modern military and civil aircraft development in Sichuan faster, shorter cycle, making higher precision requirements, Virtual computer digital design and manufacturing is the development trend of the aircraft manufacturing industry.
Along with the progress of computer technology, the finite element analysis technology is close to the goal of "when big engineering" or even"2 hours engineering ", finite element of sheet metal forming technology has begun to enter the field of industrial field, and become the indispensable link of manufacture field.
(In Chinese) [2] Wang Shuheng, Sun Jining, Wang Wei, et al: Die compensation for sheet metal forming process using PAM-STAMP 2G., Journal of Plasticity Engineering, Vol.14 (2006)No.6, pp.92-95
Online since: June 2013
Authors: Zahra Jabbarani Torghabeh, Seyyed Shahab Hosseinian, Aziruddin Ressang
Risk Assessment of Ergonomic Risk Factors at Construction Sites
Zahra Jabbarani Torghabeha, Seyyed Shahab Hosseinianb
Aziruddin Ressangc
Department of Structure and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81300 Skudai, Johor, Malaysia
ajtzahra2@live.utm.my, bshseyyed2@live.utm.my, caziruddin@utm.my
Keywords: Musculoskeletal Disorders, Ergonomic Risk Factors, Frequency, Severity, Risk Assessment
Abstract.
Journal of Procedia Engineering,Vol. 20 (2011), p.89
Journal of Construction Engineering and Management, Vol. 132 (2006) No.2, p.197
M., Risk Analysis in Engineering and Economics. 2003, Chapman & Hall/ CRC, University of Maryland at College Park
Journal of Construction Engineering and Management, Vol. 135 (2009) No.4, p.267.
Journal of Procedia Engineering,Vol. 20 (2011), p.89
Journal of Construction Engineering and Management, Vol. 132 (2006) No.2, p.197
M., Risk Analysis in Engineering and Economics. 2003, Chapman & Hall/ CRC, University of Maryland at College Park
Journal of Construction Engineering and Management, Vol. 135 (2009) No.4, p.267.
Online since: March 2020
Authors: Bo Lin Jiang, Bo Liang, Sarmad Shakel
Experimental Study of Environment-Friendly Underwater Structure-Submerged Floating Tunnel
Bolin Jiang1,2,a*, Bo Liang2,b, Sarmad Shakel3,c
1Chongqing Vocational Institute of Engineering, Chongqing 402260, China
2School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
3Department of Structural Engineering,University of Naples Federico II,Naples 80125, Italy
abolinjiang@cqvie.edu.cn, bliangls@126.com, csarmadshakel@hotmail.com
Keywords: experimental study; underwater structure; submerged floating tunnel (SFT); wave and current load; test tank.
Ocean Systems Engineering, 2015(5), 2:109-123
Science Technology and Engineering, 2018, 18(10): 156-160
Railway Engineering, 2018, 58(8): 75-78
Ocean Engineering,2018, 166:290-301.
Ocean Systems Engineering, 2015(5), 2:109-123
Science Technology and Engineering, 2018, 18(10): 156-160
Railway Engineering, 2018, 58(8): 75-78
Ocean Engineering,2018, 166:290-301.
Online since: October 2015
Authors: Hamidi Abdul Aziz, Salem S. Abu Amr, Siti Nor Farhana Zakaria
Abu Amr1,c
1School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 NibongTebal, Penang, Malaysia.
2Solid Waste Management Cluster, Engineering Campus, Universiti Sains Malaysia
asitinorfarhanazakaria@gmail.com, bcehamidi@eng.usm.my,
csabuamr@hotmail.com
Keywords: ozonation, zirconium, stabilized leachate, treatment, removal
Abstract.
Journal science and engineering, 1 (2012) 1-7
Bashir, Pretreatment of stabilized leachate using ozone/persulfate oxidation process, Chemical Engineering Journal, 221 (2013) 492–499
Drikas, Comparison of the coagulation performance of tetravalent titanium and zirconium salts with alum, Chemical Engineering Journal, 254 (2014) 635–646
Isa, Coagulation process for semi-aerobic leachate treatment using poly-aluminum chloride, in: The AEESEAP International Conference “Engineering a Better Environment for Mankind”, Kuala Lumpur, Malaysia, (2005)
Journal science and engineering, 1 (2012) 1-7
Bashir, Pretreatment of stabilized leachate using ozone/persulfate oxidation process, Chemical Engineering Journal, 221 (2013) 492–499
Drikas, Comparison of the coagulation performance of tetravalent titanium and zirconium salts with alum, Chemical Engineering Journal, 254 (2014) 635–646
Isa, Coagulation process for semi-aerobic leachate treatment using poly-aluminum chloride, in: The AEESEAP International Conference “Engineering a Better Environment for Mankind”, Kuala Lumpur, Malaysia, (2005)