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The Development and Analysis of an Automatic Air Powered Automobile System – An Application of Engineering Mechanics Shaobiao Cai, a, Yongli Zhao2,b 1Mechanical and Civil Engineering, Minnesota State University, MN, U.S.A. 2 Mechanical and Manufacturing Engineering, St.
ashaobiao.cai@mnsu.edu, byzhao@stcloudstate.edu Keywords: Engineering Mechanics, Automobile System, Energy Efficiency, Clean Energy, Pneumatic System.
These will also help to gain an in-depth understanding of the engineering processes and methodologies of modeling complex systems.
Fundamentals of Engineering Thermodynamics.
Physics for Scientists and Engineers. (4thed.).

Synthetically Analysis effects about the shape of multi-layer building for results of energy saving building Ruozhu Wang 1, a, Yongmei Qian1, b 1Jilin Institute of Architecture and Civil Engineering, 5088-Xincheng Street, Changchun 130118, China awangruozhu@126.com, bqym0606@yahoo.com.cn Keywords: Synthetically analysis, Multi-layer building, Shape, Energy saving Abstract.
So according to the design standard of the civil building of energy saving (the part of heating residential building), under the content of certain constraints of shape coefficient, the palisade structure of energy saving building should meet the requirements of specified thermal indexes when designing the energy saving [2].
In order to make the above theory has maneuverability in residential design practice, in view of the climate condition, the direction of the wind, solar radiation intensity of the different regions, should according to 《The design standard of the civil building of energy saving (the part of heating residential building)》 (hereinafter referred to as “The Standards”) building shape coefficient control the principles of under 0.3 .Under building orientation and palisade structure heat preservation basic sure, research the reasonable value range of the depth, width, height, area of the parameters of the residential building.
So as to glide the architectural design, make the design of the civil building of energy saving to achieve the best effect [7].

Response Spectrum Analysis of the Condensate Storage Tank in a Nuclear Power Plant Wei-Ting Lin1,2,a, Meng-Hsiu Hsieh1,b, Yuan-Chieh Wu1,c and Chin-Cheng Huang1,d 1Institute of Nuclear Energy Research, Atomic Energy Council, Executive Yuan, Taoyuan 325, Taiwan 2Department of Civil Engineering, National Ilan University, Ilan 260, Taiwan awtlin@iner.gov.tw, bmarshall94216@iner.gov.tw, cycwu@iner.gov.tw, dcchuang@iner.gov.tw Keywords: Soil Structure Interaction, Seismic Analysis, Spectral acceleration.
This computer model enables engineers to rapidly evaluate the safety margin of condensate storage tank following the occurrence of earthquakes or tsunamis.
The effect of soil structure interaction (SSI) has generally been neglected in the dynamic analysis of civil engineering structures.

Research on Seismic Behaviour Factor of CBSF Cheng Li 1, a, Junfen Yang2,b and Qiang Gu 3,c 1School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054,China. 2College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055,China. 3College of Civil Engineering, University of Science and Technology of Suzhou, Suzhou 215011,China.
Earthquake Engineering and Engineering Vibration, 2006, 26(3): 108-114
Journal of University of Science and Technology of Suzhou (Engineering and Technology), 2007, 20(1):15-20.
Journal of University of Science and Technology of Suzhou (Engineering and Technology), 2007, 20(1):10-14.
Earthquake Engineering and Engineering Vibration, 2005,25(3):67-75

The timber structures were not as refined, architecturally, as the great civil engineering works of Europe, or as durable, and European visitors to North America frequently remarked on the ineptness of its engineers and builders.
References [1] David Stevenson, Sketch of the Civil Engineering of North America, John Weale, London, 1838, pp. 191-192
CA-291, Historic American Engineering Record (undated draft) 24
CA-291, Historic American Engineering Record (undated draft) 25
CA-291, Historic American Engineering Record (undated draft) 19

Preface The UNIMAS STEM Engineering Conference 2015 was held on October 7 to 9, 2015 in the beautiful city of Kuching, Sarawak, Borneo.
With the theme "Engaging Industries and Society through Innovative Engineering and Technology", this international conference aims at bringing together the academicians, researchers, scientists, engineers, industrial professionals and scholar students to present their recent research work in all areas of Engineering and Technology.
These articles were split to four main areas, i.e., Electrical and Electronic Engineering, Mechanical Engineering, Chemical Engineering, Civil Engineering, Communication, Signal and Data Processing and Biomedical Engineering.
Dr Al-Khalid Othman Dean, Faculty of Engineering Dr Hushairi Zen Deputy Dean (Postgraduate & Research), Faculty of Engineering Chairman : Dr Shafrida Sahrani Co-Chairman : Dr Kismet Anak Hong Ping Dr Thelaha Masri Secretary : Dr Dayang Azra Awang Mat Co-Secretary : Dr Lakshmanan a/l Gurusamy Shirley Anak Rufus Dr Nur Tahirah Razali Treasurer: Dr Norsuzailina Mohamed Sutan Co-Treasurer : Dr Siti Kudnie Sahari Dr Idawati Ismail Committee : Sponsorship, Publicity and Media : Dayang Nur Salmi Dharmiza Awg Salleh Ng Liang Yew Noraziah Wahab Norzilawatil Azwa Mohamad Program and Protocol : Asrani Lit Nurul Izzati Hashim Norhuzaimin Julai Dr Raudhah Ahmadi Venue and Logistic : Dr Rohana Sapawi Dr Martin Anyi Sharifah Masniah Wan Masra Mohd Hafiez Izwan Saad Azfar Satari Abdullah Technical Papers and Publications : Dr Tay Kai Meng Prof Dr Ng Chee Khoon Prof Dr Amir Azam Khan Prof Dr Andrew

The Study on a New Loads Calculation Method of Multi-arch and Extra Large Cross Section Tunnels Chongbang XU1,2,3,a, Caichu XIA2,b,Hualao WANG 1,c 1 Research Institute of Highway Ministry Transport, Beijing 100191, China; 2Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3 Department of civil Engineering, Tsinghua University, Beijing 100084, China aXubang-2003@163.com, btjxiaccb@126.com,chl.wang@rioh.cn, Keywords: Multi-arch tunnel, loose loads, multi-step construction, temporary support.
China Civil Engineering Journal,6 (1964), 58-70.
Engineering classification of rock masses for the design of tunnel support.
Engineering Geology 48(1997),59-81
Civil Engineering Department, Beijing Jiaotong University. (2001) (In Chinese)

Mugahed Amran3,4,d 1Department of Quality Management and Construction Technologies, Penza State University of Architecture and Construction, 28 Titov Street, 440028, Penza, Russia 2Polytechnic Institute, Far Eastern Federal University, 10 Ajax Bay, Russky Island, Vladivostok 690922, Russia 3Department of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, Alkharj 11942, Saudi Arabia 4Department of Civil Engineering, Faculty of Engineering and IT, Amran University, Amran 9677, Yemen aloganin@mail.ru, broman44@yandex.ru, cdaniil5879@mail.ru, dm.amran@psau.edu.sa Keywords: Coatings, stresses, substrate, aging, crack resistance.
Dovgan, Crack resistance of decorative composites, IOP Conference Series Materials Science and Engineering, 708 (2019) 012084. doi: 10.1088/1757-899X/708/1/012084 [5] R.S.
Lukuttsova, Water films (nanofilms) in cement concrete deformations, International Journal of Applied Engineering Research. 10 (15) (2015) 35120-35124
Fediuk, Mechanical Activation of Construction Binder Materials by Various Mills, IOP Conference Series: Materials Science and Engineering. 125(1) (2016) 012019
Vestnik MGSU [Proceedings of the Moscow State University of Civil Engineering]. 13 (7) (118) (2018) 877–884. doi: 10.22227/1997-0935.2018.7.877-884 [9] S.V.

Valipour2,b and Keith Crews1,c 1School of Civil and Environmental Engineering, University of Technology, Sydney, 15 Broadway, NSW, Australia 2School of Civil and Environmental Engineering, The University of New South Wales, Kensington, NSW, Sydney, Australia aNima.Khorsandnia@uts.edu.au, bH.Valipour@unsw.edu.au, cKeith.Crews@uts.edu.au Keywords: finite difference, finite element, long-term, timber-concrete composite.
Fragiacomo, A finite element model for long-term analysis of timber-concrete composite beams, Structural Engineering and Mechanics 20 (2005) 173-190
I: Finite Element Modeling and Validation, Journal of Structural Engineering 132 (2006) 13-22
II: Numerical Analysis and Simplified Evaluation, Journal of Structural Engineering 132 (2006) 23-33
To, 3D finite element modelling of time-dependent behavior of wood-concrete composite beams, in Department of Civil and Environmental Engineering 2009, Colorado State University: Fort Collins, Colorado. p. 185

Numerical simulations As it has already mentioned above, the model and method used in this simulation has been verified by an experiment carried out in Department of Civil and Environmental Engineering, University of Adelaide which was supported by Australian Research Council [5].
Computational Fluid Dynamics for Engineers[Z].
University of Adelaide, Department of Civil and Environmental Engineering, 1995.R.J.
Computational Fluid Dynamics for Engineers[Z].
University of Adelaide, Department of Civil and Environmental Engineering, 1995