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The practical application and engineering theoretical background of these generators and transformers have all been tested.
This assumption has been theoretically verified in practical high voltage testing engineering and has come to test phase; it also provides support for high voltage electric field technology.
With their green and renewable characteristics, they also have some advantages in military, civil and aerospace scientific research field.
Generally speaking, this design scheme is based on laboratory technical research and engineering application, green, efficient and reusable.

The Mix Design Method and Performance for C60 Concrete Poles with High Strength, Impermeability and Frost Resistance Hai-jun XING1,a, Xin-tuo HOU2,b,Bin-rong ZHU1, Zi-fu ZHANG1 and Zhen-fu LI1 1China Electric Power Research Institute,Beijing 100055,China; 2School of Civil Engineering, Beijing Jiaotong University,Beijing 100044, China axinghj@epri.sgcc.com.cn, bhouxintuo@163.com *Hai-jun XING Keywords: Concrete pole, C60, Impermeability, Frost resistance, Mix, Mineral Admixtures.
Test Data Analysis In order to ensure that the test data is in conformity with engineering poles, curing conditions of samples shall be the same as that during actual production, with normal-pressure steam curing adopted, so as to speed up the hardening of cement and shorten production period.
Value Engineering,2014, 33(9): 95-97.

EMD is an effective method to process non-stationary and nonlinear signals, and is applied it in the ocean, atmosphere, celestial observations and analysis of seismic records, mechanical fault diagnosis, damping identification of power system in dense frequency, modal parameter identification of civil engineering structures and other large areas.
Journal of Rock Mechanics and Engineering, 2004, 23(15):2499-2503 [2] ZHAO X D, LI Y H, LIU J P, et al.
Journal of Rock Mechanics and Engineering, 2008,27(05):991-994

A Secondary Iterative Sifting EMD Algorithm and Its Application to Bearing Fault Diagnosis Wei Tang1, a, Yuyang Lian1,b , Xi Chen1,c , Zhiyong Pei1,d and Qi Wang2,e 1Industrial Automation Institute of Shaanxi University of Science and Technology, Xi’an 710021 2 Shaanxi XiWei Process Automation Engineering Co.
Acknowledgements This work was partially supported by the Technology Innovation Team Project of Shaanxi Province (2014KCT-15), Innovative Engineering Projects of Shaanxi Province (2012KTCQ01-19) and Science & Technology Research and Development Program of Shaanxi Province (2014K05-38).
A Comparative Study of Modal Parameter Identification Based on Wavelet and Hilbert–Huang Transforms [J].Computer-Aided Civil and Infrastructure Engineering, 2006, (21):9-23

References [1] K.Hitomi, Manufacturing System Engineering, Kyoritu Shuppan, (2010) 196.
J., Sep., (2000) [8] Suzuki.T, Yoshikawa.K, Checking Robot of the Field of Civil Engineering and Construction, Journal of the Robotics Society of Japan, (1986) 544-547.
[11] T.Iwatubo, H.Matusita, Basic of Vibration Engineering, Morikita Publishing, (2008) 36-39.

Shitikova Voronezh State University of Architecture and Civil Engineering ul.Kirova 3-75, Voronezh 394018, Russia E-mail: shitikova@vmail.ru, Ph.
V., "Application of fractional calculus for analysis of nonlinear damped vibrations of suspension bridges", Journal of Engineering Mechanics, Vol. 124, pp.1029- 1036, 1998
V., "Analysis of nonlinear vibrations of a two-degree-of-freedom mechanical system with damping modelled by a fractional derivative", Journal of Engineering Mathematics, Vol. 37, pp.343-362, 2000

Procedures and Techniques Used to Increase the Durability of Weak Masonries with Clay Mortars Daniel Covatariu1, a, Mihai Budescu2, Nicolae Ţăranu3, Irina Lungu4, Ionuţ-Ovidiu Toma5 1,2,3,4,5“Gheorghe Asachi” Technical University from Iaşi, Faculty of Civil Engineering and Building Services, Romania acovadan@ce.tuiasi.ro (corresponding author) Keywords: low-strength mortars, masonry durability, damaged historical masonry, reinforcing fibres, improved joints Abstract.
References [1] Tinazzi Davide, Nanni Antonio (2000), Assesement of Techonologies of Masonry Retrofitting with FRP, 148 pp, University of Missouri-Rolla, Center For Infrastructure Engineering Studies [2] Caspar Groot (2012), Developments On Repointing Of Salt-Laden Historic Masonry in the Netherlands, in Proceedings of CIRea2012 – International Conference on Rehabilitation of Ancient Masonry Structures, Lisabon, ISBN: 978-989-20-3080-7, pp 5-15 [3] Luque A., Cultrone G. and Sebastián E (2010), The Use of Lime Mortars in Restoration Work on Architectural Heritage, pp. 197-207, in “Materials, Technologies and Practice in Historic Heritage Structures”, Springer Science+Business Media B.V., ISBN 8-90-481-2684-2 [4] Pleşu R., Ţăranu G., Covatariu D., Grădinariu I.D. (2011) Strengthening and Rehabilitation Conventional Methods for Masonry Construction, The Bulletin Of The Polytechnic Institute Of Jassy, Construction.
Architecture Section, ISSN: 1224-3884, e-ISSN: 2068-4762, Tomme: LVII (LXI), Fascicle: 2, pp. 59-68 [6] Covatariu D., Toma I.O., Pleşu R., Budescu M. (2011), A Study on Mortar Adherence to Masonry Pieces In Case of Historical Buildings, paper: CT7-14, ISBN: 978-989-654-079-1, http://193.136.66.103/iceubi2011/home, ICEUBI2011 - International Conference on Engineering UBI 2011 – “Innovation and Development”, Covilha, Portugalia [7] Covatariu D., Budescu M. (2012), Investigation on Adherence Characteristics of Low-Strength Mortars Used in the Damaged Historical Masonry Structures, Proceedings of the 8th International Conference on Structural Analysis of Historical Constructions, SAHC 2012, Wroclaw, Poland, ISBN 978-83-7125-218-1, vol.

Fauzie Siswanto1,d 1Department of Civil and Environmental Engineering Universitas Gadjah Mada, Indonesia amuhamad.rusli.a@mail.ugm.ac.id, bali.murtopo@mail.ugm.ac.id, cimansatyarno@ugm.ac.id, dmfs_ugm@yahoo.com Keywords: castellated, rectangular opening, diagonal stiffener Abstract.
Boyer, Castellated Beams – New Developments, AISC National Engineering Conference, Omaha, 1964
Oliviera, Full height rectangular opening castellated steel beam partially encased in reinforced mortar, Procedia Engineering. 171 (2017) 176-184

Double Skin Facades with Natural Ventilation Capability: A Case Study of Acoustical Enhancement via Passive and Active (Noise Cancelling) Methods Christian Tauber1, a *, Egzon Bajraktari1, b, Josef Lechleitner1, b, Ulrich Pont1, b, and Ardeshir Mahdavi1, b 1Vienna University of Technology, Faculty of Civil Engineering, Karlsplatz 13, 1040 Wien, Austria achristian.tauber@tuwien.ac.at, bbpi@tuwien.ac.at Keywords: Double Skin Facades, Noise Control, Natural Ventilation, Sound Insulation, Active Noise Cancelling.
Rickard, An assessment of the acoustic performance of open windows, in line with ventilation requirements for natural ventilation, In: 39th International Congress on Noise Control Engineering, Sociedade Portuguesa de Acustica, Lisbon, 2010
Lain (Ed.); Society of Environmental Engineering (STP), 2013, 8 p

Introduction Nowadays, polymer composites demonstrate a high potential of applications in various fields, such as automotive, civil, marine and space industries owing to high specific strength and stiffness, high fatigue life, reliability, good wear resistance and other physical and mechanical properties.
In some engineering applications, man-made cellulose fibres can be alternative to traditional glass fibre reinforcement due to their stable properties.
(eds) Engineering Applications for New Materials and Technologies, Adv.
Engineering and Applied Science Optimization, pp 101-123, 2014.