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Acknowledgements The financial support of this work was partially funded by the Murata Science Foundation-2017 through Department of Civil Engineering, Faculty of Engineering, Chiang Mai University, Thailand.
Khater: International Journal of Civil and Structural Engineering, 2(3)(2012), p.740
Ismail: International Journal of Civil & Environmental Engineering, 11(1)(2011), pp.59-62
Khater: Journal of Materials in Civil Engineering, 24(1)(2012), pp.92-101
Shafiq: Proceedings of the Institution of Civil Engineers-Construction Materials, 164(6)(2011), pp.315-327

Application of Cement Stabilized Blast Furnace Slag Material in Road Base Project Tao Jiao1, a, Lixia He1, b, Jian Fu1, c, Jian Guo1, d 1School of Civil Engineering and Architecture, Panzhihua University, Sichuan,China ajtbelief@163.com, b915103348@qq.com, c33107698@qq.com, d547671703@qq.com Keywords: Blast furnace slag, Base, Sub base, Cement stabilized slag material, Test, Pilot project Abstract.
With low content in CaO, blast furnace slag is a unique local engineering material with characteristic of multi-hole structure and high strength.
For a long time, traditional coarse and fine aggregate had been substituted by slag material in civil engineering in western country, and relative technical standard had been established subsequently.
Therefore, as a common civil engineering material, traditional gravel aggregate could be substituted completely by blast furnace slag.
Test of cement stable material.Test is conducted according to standard of Test Methods of Materials Stabilized with Inorganic Binder for Highway Engineering (JTG E51-2009) and Technical Specifications for Construction of Highway Road-bases, meanwhile referring to expressway design standard, strength value of base and sub base should be higher than 3MPa and 2MPa respectively.

Unified Modeling for Input Forces and Input Vectors for Two Scissor Lifting Mechanisms ZHANG Wei 1,2,3 a, ZHANG Xuefei4,b and YAN Chao1,4,c 1Airport College, Civil Aviation University of China, Tianjin, 300300 2Sino-European Institute of Aviation Engineering, Tianjin, 300300 3Aviation Ground Special Equipment Research Base, Tianjin, 300300 4Aeronautical Automation College, Civil Aviation University of China, Tianjin, 300300 adrwadecheung@gmail.com, bwuyulunbi2047@126.com, cyc123926@163.com Keywords: Scissor lifting mechanism; Kinematics; Unified expression.
Acknowledgement This work is supported by the National Natural Science Foundation of China and the Civil Aviation Administration of China as a jointly funded project (Grant # U1233106), the Fundamental Research Funds for the Central Universities funded project (Grant # ZXH2012H007) and the university scientific research project of the Civil Aviation University of China (Grant # 2012KYE05).
Guo, The main framework virtual design of scissor assembly hydraulic cylinder loader, Civil Aviation University of china, Tianjin, 2008

Preface This proceeding contains the accepted papers from The 2014 3rd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE2014).
This conference series is a forum for enhancing mutual understanding between scientists, engineers, policymakers and experts in the civil, architectural and hydraulic engineering field.
This book covers the subject areas of Hydrology, Water Resources, Flood and Drought Management, Hydraulic Engineering, Water Purification and Wastewater Treatment, Sustainable City and Regional Development, Indoor Environment, Urban Ecological Environment, Environmental Engineering and Environmental Protection, Electricity Infrastructure and Power Transmission, Road and Railway Engineering, Transportation Planning, Construction and Operation and Organization, Bridge Engineering, Traffic Control and Information Technology, Carrying Tools and Operation Engineering, Computer Applications and Intelligent Algorithms.
The Organizing Committee of ICCAHE2014 The 2014 3rd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2014) Conference Organization Chairman Prof.

Exponential damping is one of the typical nonlinear models applied to civil engineering structures, such as viscous dampers, and it can be expressed as (4) where Cq is constant value measured from test, q ranges from 0 to1, and sign() is the sign function.
Bathe: Earthquake Engineering & Structural Dynamics.
Newmark: Journal of Engineering Mechanics.
(In Chinese) [12] Guangyuan Wang: Journal of Harbin University of Civil Engineering and Architecture.
Vol. 17 (1984) p.31(In Chinese) [13] Yan Li, Bin Wu: Earthquake Engineering and Engineering Vibration.

Numerical Simulation of Fluid-Structure Interaction for Tension Membrane Structures Zhou Xiangyang1, 2, a, Zhang Qilin3, b 1Postdoctoral programme, Guangdong Electric Power Design Institute, Guangzhou, China; 2School of civil and transportation engineering, South China University of Technology, Guangzhou, China; 3College of Civil Engineering, Tongji University, Shanghai, China; azxyleon@163.com, bzhangqilin@mail.tongji.edu.cn Keywords: fluid-structure interaction; dynamic response; tension membranous structures Abstract.
Introduction Interaction phenomena between fluids and structures can be observed in civil engineering.
Oñate: Computer Methods in Applied Mechanics and Engineering.
Tazduyar: Computer Methods in Applied Mechanics and Engineering.

Although the government promulgated the Technical Specification on Solar Heating Engineering GB50497-2009[1] and the Technical Specification on Solar Air-conditioning Engineering in Civil Building GB50787-2012[2] to guide the design, construction, commissioning and acceptance of solar air-conditioning heating systems in recent years, the engineering of solar heating system is still in the initial stage, there are only about 50projects in the whole country, short of design, construction and operation experiences for large systems[3].
Testing items Testing results 1 Total heating capacity of system [kW•h)] 1235.6 2 Total power consumption of system [kW•h] 227.1 3 Total power consumption of pump [kW•h] 227.1 4 Heating capacity for fuel gas [kW•h] 405.6 5 Average temperature of outdoor air [℃)] 8.6 6 COP for heat pump system [kW•h/kW•h ] 3.65 7 Solar fraction 67.2% Note Testing duration: 2013-3-15 8:17～2013-3-15 18:47 Conclusion The article analyses the testing results of solar heating system operation of a project in Dezhou, the analyzing results indicate that: The system adopts solar automatic tracking technology, it can make effective solar irradiation area of collector maximize, and combine medium-high temperature parabolic through collector normally used for power generation with type I absorption heat pump to heat supply for civil buildings, it realizes the combination concerning solar energy and air energy, which not only makes good use of solar source, but also increases heat supply for the system in
References: [1] GB50497-2009 Technical Specification on Solar Heating Engineering [S].
[2] GB50787-2012 Technical Specification on Solar Air-conditioning Engineering in Civil Building [S].

Dynamic Analysis for Derailment Safety of High-Speed Railway Vehicle Bogies Chern-hwa Chen1, a , Yung-chang Cheng2, b, Shun-chin Yang3, c, Yuh-yi Lin4, d, Cheng-hsin Chang4, e, Jiin-po Yeh5, f, and Che-jung Yang2 1 Department of Civil and Environmental Engineering, National University of Kaohsiung, Kaohsiung, Taiwan 2 Department of Mechanical and Automation Engineering, National Kaohsiung First University of Science and Technology, Kaohsiung, Taiwan 3 Department of Environment Information and Engineering, CCIT, National Defense University, Tauyuan, Taiwan 4 Department of Civil Engineering, Tamkang University, Taipei, Taiwan 5 Department of Civil and Ecological Engineering, I-Shou University, Kaohsiung, Taiwan a chchen@nuk.edu.tw, b yccheng@nkfust.edu.tw, c shunchin@ndu.edu.tw, d yyl@mail.tku.edu.tw, e cc527330@mail.tku.edu.tw, f jpyeh@isu.edu.tw Keywords: Derailment Quotient; Nonlinear Creep Model; Twelve Degrees of Freedom System Abstract.

Environmental Performance for Two Formwork System Types: Conventional Formwork&Steel Formwork System MOHAMMEDTaher Ahmed1,a, ROZANA Zakaria2,b ROSLI Mohamad Zin2,c, RANIA Hussien Ahmed3,d 1Phd Student, Faculty of Civil Engineering, UniversitiTeknologi Malaysia, 81310Skudai, Malaysia 2Manager@Construction Technology & Management Centre (CTMC), Senior Lecturer, Faculty of Civil Engineering, UniversitiTeknologi Malaysia, 81310 Skudai, Malaysia 3Member@IJN-UTM CVC Engineering, Senior Lecturer, Faculty of Biosciences and Medical Engineering, UniversitiTeknologi Malaysia, 81310 Skudai, Malaysia aalashwal52@yahoo.com, brozana@utm.my, croslizin@utm.my, ddrrania@biomedical.utm.my Keywords:Sustainable FormworkSystem, Environmental performance,Conventional Formwork, Steel Formwork System.
Journal of Civil Engineering and Management, 13(4), 273-281.

Damage Evolution of Reactive Powder Concrete by Low Velocity Impact Qingxin Zhao1,a, Jinrui Zhang1,b, Zhaoyang Liu1,c and Ranran Zhao1,d 1 College of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, 066004, China azhaoqx2002@163.com, bjinruizh@163.com, cliuxiaonan113@126.com, drr_zhjr@126.com Keywords: reactive powder concrete, steel fiber, volume fraction, damage variable, damage evolution Abstract.
Introduction In recent years, with the development of high strength concrete in civil engineering, cement-based compositions with high fluidity, high strength, high toughness and high durability have been designed and used according to different applications.
With such numerous merits, RPC has a great potential prospect in nuclear power engineering, petroleum engineering, ocean engineering, military engineering and civil engineering, which has become a new research focus in the field of international engineering materials [6-8].
Recently, investigations of RPC have become one of the hottest topics in the fields of civil engineering.
This kind of ultra-high concrete has gradually extended its way into applied fields in civil engineering and in this field the impact velocity, such as vessels’ impact to RPC piers, is much lower than the high velocity impact in military engineering, e.g. blast wave from bombs, so it is quite significant and necessary for civil engineers to study its performance under low velocity impact for wide applications in the practical projects.