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Kareem, Wavelet transform for system identification in civil engineering, Computer-Aided Civil and Infrastructure Engineerin g 18 (5) (2003) 339–355
Vakman, On the definition of concepts of amplitude, phase and instantaneous frequency of a signal, Radio Engineering and Electronic Physics17 (5) (1972) 754–759
Attoh-Okine, The Hilbert-Huang Transform in Engineering, Taylor & Francis (2005) [21] N.

Zwierzchowski, A review of the degradation mechanisms of the hot forging tools, Archives of Civil and Mechanical Engineering 14, 4 (2014), 528-539 [5] H.
Brand, Optimized plasma nitriding processes for efficient wear reduction of forging dies, Archives of Civil and Mechanical Engineering 12, 4 (2012) 407-412 [6] C.M.D.
Decrozant-Triquenaux, High Temperature Tribology of Aluminium: Effect of Lubrication and Surface Engineering on Friction and Material Transfer, PhD Thesis (2020) [10] H.

The Design of Mini Quad-Rotor Unmanned Aerial Vehicle Control System Ying ZHAO and Jian-xu YANG School of Electrical Engineering Tianjin University of Technology, Tianjin, China E-mail: zy_1954@126.com, 13612121739@139.com Keywords-Quad-Rotor Unmanned Aerial Vehicle; Autonomous Flight; Flight control system; Wireless Communication Abstract.
UAV field seems to step out of the exclusivity of the military applications, and a lot of potential civil applications have emerged, and research and development in this field has gained increasing significance.
Johansen, “Video Stabilization and Object Localization Using Feature Tracking with Small UAV Video,” M.S. thesis, Department of Electrical and Computer Engineering, Brigham Young University,Provo, Utah, USA, 2006

Longitudinal Seismic Response Analysis of MSSS Bridge in Qinghai-Tibet Railway Yongbo Li1, a, Hongru Zhang1, Chunfeng Li2 1School of Civil Engineering, Beijing Jiaotong University, PR.
The equivalent foundation springs are widely used to represent the soil-pile interaction approximately in order to simplify the bridge numerical model, which can be obtained through “m” method according to Code for Seismic Design of Railway Engineering (GB50111-2006) [8].

Test and Design of Tensile-compression Prestressed Concrete Beam Jingbo An Department of Civil Engineering, Hefei University, Hefei 230022,China ajbwch@163.com Keywords: Tensile-compression Prestressed; Concrete; Structure; Test; Design Abstract.
References [1] H.Kordisch, R.B schen, J.G.Blauel, W.Schmitt and G.Nagel,Experimental and numerical investiga-tions of the warm-prestressing (WPS) effect considering different load paths, Nuclear Engineering and Design Vol. 198 No 2 (2000),p. 89-96

Singular Behavior of laminated skew composite materials with cross-ply stacking Jae-Seok Ahn1, a, Kwang-Ik Son1,b, Kwang-Sung Woo1,c and Young-Sik Shin1,d 1Department of Civil Engineering, Yeungnam University, Gyeongsan, Republic of Korea ajsahn@ynu.ac.kr, bkison@ynu.ac.kr(Corresponding Author), ckswoo@yu.ac.kr, dysshin@yu.ac.kr Keywords: laminated composite, skew plate, p-version of finite element method (p-FEM), Lobatto shape functions, layer-wise theory Abstract.
Skew plates are also used widely in many engineering applications such as aircraft wings, marine industries, and intersection elements in many bridges and highways.

Evaluation on Driver’s Mental Tenseness under the Condition of Snow Pavement Shimei Wu a, Guozhu Cheng b and Yulong Pei c School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Road, Harbin 150090, China a superwushi2@hotmail.com, bguozhucheng@126.com, cyulongp@263.net Keywords: snow pavement; friction coefficient; driver’s physiological index; driving tenseness Abstract.
China Civil Engineering Journal.

Hamburg Wheel Tracking Test for Porous Asphalt Concrete JIANG Wei1, a, XIAO Jing-jing2,b 1Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi an 710064, Shaanxi, China 2School of civil Engineering, Chang’an University, Xi an 710061, Shaanxi, China ajiangwei_029@sina.com, bemailxiaojingjing@163.com Keywords: porous asphalt, Hamburg Wheel Tracking, water stability, high temperature stability, experimental evaluation Abstract.

They are used both by civil and military services, particularly where human action is impractical or unnecessary.
Bottasso: Configuration Optimization of Supercavitating Underwater Vehicles With Maneuvering Constraints, IEEE Journal of Oceanic Engineering, Volume 35, No. 3, 2010 [12] K.Słota, J.Maryniak: Modelling and numerical simulation of the dynamics of controlled automatically guided torpedoes for maneuvering target, NIT - Nauka Innowacje Technika, 2/2004(4), (2004) (in Polish) [13] B.Żak, Z.Kitowski: The control of motion of unmanned underwater vehicle operated near to the bottom sea, Proceedings of the 9th WSEAS International Conference on Systems, Publisher World Scientific and Engineering Academy and Society (WSEAS) (2005)

Suitability evaluation of four thermal insulation solutions in hot summer and cold winter zone in China Xin-ruo Hua Xiao-mei Shen School of civil engineering and architecture, Jiaxing University, Jiaxing 314001, PR China hxr98@163.com hxrjxxy@163.com Keywords: thermal insulation solutions; suitability evaluation; hot summer and cold winter zone; analytic hierarchy process Abstract.
D1: Terminology standard; D2: Check test grade; D3: Check test indices; D4: Product variety; D5: Thermal conductivity; D6: Coefficient of heat accumulation; D7: Mean overall heat transfer coefficient; D8: Tensile strength; D9: Crack resistance; D10: Frost resistance; D11: Seismic behavior; D12: Fire-resistance property; D13: Stabilization; D14: Life cycle; D15: Degree of resistance to atmospheric effects; D16: Shrinkage; D17: Waterproofing quality; D18: Condensation resistance; D19: Sound insulation; D20: Barrier property; D21: Wind resistance; D22: Building adaptability; D23: Decoration material adaptability; D24: Engineering accident rate; D25: Insulating construction; D26: Thermal bridge preservation; D27: Structure adaptability; D28: Node structure; D29: Construction workability; D30: Labor intensity in constructing; D31: Construction quality control; D32: Material passing rate; D33: Material cost; D34: Transporting cost; D35: Constructing cost; D36: Effects on living floor space; D37