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As FRP concrete (including GFRP, AFRP, and CFRP) has high strength, light material density and good corrosion resistance, it becomes widely applied in civil engineering.
Journa of Hebei Institute of Arch Itectural Engineering.
) [2] LU Zhitao. in:Application of high performance FRP and innovations of structure engineering.
Journal of Architecture and Civil Engineering.
) [5] XU Dong. in: Design of External Prestressing in Bridges, China Communications Press, (2008) [6] ZHU Hong, QIAN Yang. in: Mechanics Performance of FRP Tendons Used in Engineering Structure, Journal of Architecture and Civil Engineering, Vol . 23 No. 3,Sept . 2006,p.26-31, (In Chinese.)

The reliability’s reducing problem caused by the wear of the slide rail is widespread in the using process of civil aircraft.
Quality & Reliability Engineering International, 1987, 3:77-82
Computers and industrial engineering, 2001,40(1-2): 51-63
Systems Engineering and Electronics,2007,29(5):835-838
Journal of Ordnance Engineering College,2000,12(2):9-14.

Preface The Organizing Committee warmly welcomes all participants of the 8th International Conference on Mechanical Engineering, Materials Science and Civil Engineering (ICMEMSCE2020), that was held on November 23-24, 2020 (virtual), Bangkok, Thailand.
Muditha Dassanayake, University of Peradeniya, Srilanka Michal Kelemen, Technical University of Kosice, Slovak Republic Sangyoon Lee, Konkuk University, South Korea László Horváth, Óbuda University, Hungarian Achanai Buasri, Silpakorn University, Thailand Ming-Hung Shu, National Kaosiung University of Applied Sciences, Taiwan Chih-Ta Tsai, National Cheng Kung Universit, Taiwan Seyed Hashem Eslami,University of Tehran, Iran Walter Jesus Paucar Casas, Universidade Federal do Rio Grande do Sul, Brazil Sandip Patil,Bharat Forge Ltd, Pune, India Prof.Vijayan Gurumurthy Iyer, Department of Civil Engineering, Koneru Lakshmaiah Education Foundation (KLEF) Deemed To Be University Dr.
Subhasis Roy, Department of Chemical Engineering University of Calcutta Dr.
Padmakumar Muthuswamy, Research & Development Engineer in Kennametal Inc, India Osman Adiguzel,Firat University, Turkey Pinar Terzioglu, Mugla Sitki Kocman University, Turkey Prof.
X-academy cooperate with IEEE (Institute of Electrical and Electronics Engineers), IEEE Harbin (Dalian) Section CIS Chapter and top university from in and out China by arranging and holding slap-up conferences on electrical engineering and automation, computer science, information technology, mechanic, materials, manufacturing engineering etc..

The Finite Element Analysis of Mechanical Behavior of New Connection Chungang Wanga,Xu Wangb,Guochang Lic,Jinguo Wud School of Civil Engineering, Shenyang Jianzhu University ,Shenyang ,Liaoning 27763554@qq.com,b1009818440@qq.com,c468174816@qq.com,dcejgwu@sjzu.edu.cn Keywords: Purlin; New connection; Stiffness; Bearing capacity; Steel consumption Abstract.
American Society of Civil Engineers,(2004) [4] Pingcao Zhou.
American Society of Civil Engineers,(2012) [6]Huilin Du.
American Society of Civil Engineers(2000)

Physical Model of Estuarine Salinity Intrusion into Rivers: A Review Nuryazmeen Farhan Haron1, a, and Wardah Tahir2,b 1, 2Faculty of Civil Engineering, Universiti Teknologi MARA (UiTM), 40450 Shah Alam, Selangor, Malaysia aneemzay@yahoo.com, bwardah_tahir@yahoo.com Keywords: salinity intrusion; estuary; river; physical model; model scale Abstract.
Acknowledgements The first author is a PhD candidate of Faculty of Civil Engineering, Universiti Teknologi MARA, Malaysia.
Subramaniam, “Experimental studies on mixing in a salt wedge estuary,” Malaysian Journal of Civil Engineering, vol. 20, no. 2, pp. 188–199, 2008
Koon, “Extreme Estuarine Flooding Leading to Estuary Transverse Flow Salinity Intrusion,” International Journal of Civil & Environmental Engineering, vol. 13, no. 02, pp. 54–57, 2013.

The energy efficiency of residential buildings with light walling Petrosova Daria Vladimirovna.a, Petrosov Dmitri Vadimovichb, Saint-Petersburg State Polytechnical University, Civil Engineering- Institute, Politechnicheskayast. 29, 195251 St.Petersburg, Russia d_kuzmenko@list.ru a,dpetrosov@mail.ru b, Keywords: the energy, the building envelope, the energy efficiency class.
Walling "zero" thickness for frame buildings// magazine of civil Engineering. 2008.№1.
Finite elements for the calculation of the enclosing structures of thin-walled profiles // Magazine of civil Engineering. 2011. №8(26).
Experimental investigation of the thermal regime lightweight enclosing structures in natural conditions. // Magazine of civil engineering. 2013. №8(43).

Non-parametric Identification of Structural Nonlinearity with Limited Input and Output Measurements Ying Lei a,Yan Wu b Department of Civil Engineering, Xiamen University, Xiamen, 361005, China aylei@xmu.edu.cn,bwuyan.1988@163.com Key words: Non-parametric identification, nonlinear restoring force identification, Kalman estimator, least square estimation, unkown input, unknown output Abstract.
In civil engineering field, some progresses for the identification of nonlinear structures have been made, especially for the identification of nonlinear performance in structural members, which is the indicator of the development of structural damage [2,3].
Acknowledgements This research is supported by the National Natural Science Foundation of China (NSFC) through Grant No. 10672137 and the Civil Engineering Disaster Prevention National Key Laboratory at Tongji University through Grant No.
Proceeding of International Symposium on Innovation & Sustainability of Structures in Civil Engineering, 1,59-69

Accounting for climate and typology of reuse of offshore structures with a change of function Dunichkin Ilya Vladimirovich1, a, Kalashnikov Pavel Kirillovich 2,b 1Moscow, Yroslavskoe shosse - 26, Educational, Research and Production Laboratory of Aerodynamic and Aeroacoustic Testing of Civil Engineering Structures, dep. " Building Design and Urbanplaning",  Moscow State University of Civil Engineering (МGSU) 2Moscow, Leninsky prospect - 65, Executive Directorate, department of Computer Aided Design - Oil and Gas Industry Facilities Gubkin Russian State University of Oil and Gas aemail: ecse@bk.ru, bemail: kalashnikov_pk@bk.ru Keywords: Offshore Structure, Reconstruction, Conversion, Abandonment, Decommissioning, Oil Platform, Sea Infrastructure Facility Abstract.
Question accounting wind load becomes very important for the safety of human presence on an offshore platform with considering the expansion of civil functions.
All tests were carried out using research equipment of Head Regional Collective Research Centre of Moscow State University of Civil Engineering References [1] Bulatov A.I., Proselkov Y.M.
[4] Marine engineering structures.

Finally, its main engineering performance is tested and listed detailedly.
Conclusion Since 1990, BACEI has actively been involved in developing all kinds of Fiber Optic Rate Sensors used in military and civil fields.
It has advantages of small volume, light weight and little power consumption and can be used widely in the aviatic and astronautic fields such as small missile, pilotless aircraft, space detection and mini-satellite and civil fields such as oil drilling and emergency instruments of aviation.
[J].Opto-Electronic Engineering.2008,35(10)
[5] Han Zhi-jun, Zhang Wei-ji, “Quality Engineering – Quality Management of in and outside production line”.

Study on Crack Behavior of Recycled Fine Aggregate Concrete under Axial Compressive Load Zhengwen Zhang a, Lisha Mab, Xuchao Chi c, Huanli Wang, Xiaoyi Wang, Peng Jin , Jun Zhou and Yiqi Tu Department of Civil Engineering, Shaoxing University, Shaoxing 312000, China agirlproject@yahoo.cn, bmlscv@tom.com, ccvsci@tom.com Keywords: Compressive behavior; recycled fine aggregate concrete; strength; crack stress Abstract.
The result of this paper is helpful to theoretical analysis and practical engineering design of RAC structures.
References [1] Wee T., Chin M. and Mansur M.: Journal of Materials in Civil Engineering, Vol. 8(1996), p.70 [2] W.
WANG: Key Engineering Materials, Vol. 385-387(2008), p.381 [3] J.
Wang: Key Engineering Materials, Vol. 385-387(2008), p.521 [5] L.