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Controlling and Testing of the Uneven Wall Surface Milan Nič1, Jarmila Nováčiková2 1 Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Radlinského 11, 813 68 Bratislava, Slovakia 2 Building Testing and Research Institute Bratislava, branch Nové Mesto nad Váhom, Trenčianska 1872/12, 915 05 Nové Mesto nad Váhom, Slovakia 1milan.nic@stuba.sk, 2novacikova@tsus.sk Keywords: external thermal insulation, quality management, expansion anchors, uneven wall surface Abstract.
Slávik: Foundation engineering.

Engineering Structures, 2006, 28(12):1658~1670
Example of finite element analysis in civil engineering [M].

Technical Economic Analysis on V2G Mode Shifting Peak Load MengJie Wu1, a, Qiangqiang Liao1, b, Guoding Zhou1, c Xiaolin Liu1, d and Shenyang Zhang 1,e 1 Shanghai Engineering Research Center of Electric Power Transfer, Shanghai University of Electric Power, Shanghai, 200090, China 2Shanghai Municipal Electric Power Company, Shanghai 200122 awumengjie1220@163.com, bliaoqq1971@aliyun.com, c gdzhou100@126.com, d liuxiaolin9269@163.com, e 631021776@qq.com Keywords: Electric Vehicles, Peak Load, V2G Abstract.
Shanghai, moving forward to a rapid growth stage of automobile consumption, by the end of 2012 had various types of 2.129 million civil vehicles including 1.413 million private cars[2] according to statistics released by Shanghai Municipal Statistics Bureau.
F Liu: Proceedings of the Chinese Society for Electrical Engineering, Vol. 23(2003) , p. 5 [7] Information on http://auto.163.com/11/0704/08/783UFPCN00084TV6.html [8] M.

An Oil and Gas Pipeline Accident Model Based on Failure of Generalized Management Shu Jiang1,a, Lijing Zhang1, Gang Tao1, Zhongyu Wang1,b 1Jiangsu Key Laboratory of Hazardous Chemicals Safety and Control, College of Urban Construction and Safety Engineering, Nanjing Tech University, Nanjing, 210009, China a13813367780@163.com, bwzy315219@njtech.edu.cn Keywords: Pipeline, Accident model, Failure, Management Abstract.
American Society of Mechanical Engineers, (2008), p.437 [2] Stacy, Joan H.
"International Civil Aviation Organization (ICAO)." (1950), p.454 [3] Levin, S.

Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China; 2.
Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China weig@zucc.edu.cn (*Corresponding author) Keywords: Back-silting; sedimentation; compression tests Abstract: The immersed tube tunnels in Yangtze river delta region are affected severely by back-silting.

Dry-mixed antifreeze concretes design of mixing and performance of antifreeze Han LUO, Yan He LI,Yong Qing Xia,Xian-yu Fan (1.College of civil engineering , Nanjing university of technology, Nanjing 211816；China） Keywords ：Dry-mixed antifreeze concrete ；Design of mixing proportion; Winter construction; Compressive strength.
[2] Bo Yi ,Dry-mixed Self-compacting Concrete and its Application in Strengthening Engineering for Architectural Structure.Nanjing University of Technology. 2013.6 in Chinese

How to reach economical and effective structure and components to improve the ability to absorb the seismic energy is a complex structural engineering problem in seismic design of reinforced concrete.
Lu, et al, Composite rectangular spirals on the stub of axial compression ratio, Guangdong Architecture Civil Engineering, 2 (2003) 29-30

The Anionic Reverse Flotation Orthogonal Experiment for XuanLong Oolitic Hematite after Magnetic Roasting-magnetic Separation Ye Gao 1, a, Yahui Zhang 2, b, Guangzun Ouyang 2, c 1Liaoning institute of Geology and Mineral Resources, Shenyang 110032 China 2College of Resources and Civil Engineering, Northeastern university, Shenyang 110004, China agaoye.321@163.com, b842470625@qq.com, cwww.zun.ok@163.com Keywords: Oolitic hematite,Reverse flotation,Orthogonal flotation tests Abstract: The concentrate of XuanLong oolitic hematite after magnetic roasting-magnetic separation are further refined.
Chinese Engineering Science,NO.7(2005), P.323-326

Study on Improved Fuzzy Semi-active Control for the Cable-stayed with MR Damper by Finite Element Simulation Zhang Zheng-xin1, a, Liu Qian-hui1, b （School of civil engineering, Guizhou Institute of Technology, Guiyang 550003, China） aemail:zhangzhengx@tom.com, bemail:491635940@qq.com Keywords: MR damper； stay cable； parameter vibration； fuzzy control ；semi-active control Abstract: An improved fuzzy semi-active control method for parametric vibration of the cable-stayed with MR damper was proposed.
Journal of Engineering Mechanics Division, ASCE, 102(EM2), 1976, 102(2): 249-263 [6] Xiao Zhi-rong.

Influences of Limestone Aggregates on Concrete Strength in Pipe Piles Production Jiang Yuanhai College of civil engineering ,Jiaxing University,Jiaxing,Zhejiang,314001,China Szjyh888@163.com Keywords: Limestone aggregate；Gravel aggregate；Concrete strength；Piles；Autoclave curing Abstract：Taking the limestone and siliceous rocks as coarse aggregates to mix concrete, through normal pressure steam curing and autoclave curing, the concrete compressive strength after demould and compressive strength after autoclave curing are tested．The results indicate that the concrete compressive strength increases obviously after normal pressure steam curing when taking the limestone and granite as coarse aggregates, and the strength increasing laws are basically in accordance．However, the concrete compressive strength is great different after autoclave curing when taking the limestone and granite as coarse aggregates, the concrete strength increases lower with limestone as coarse aggregate,
Due to the special nature of the production process of pipe piles, prestressed concrete pipe piles (PHC piles) are usually used in the production of normal pressure steam curing and autoclaving curing combination of "two" maintenance process, normal pressure steam curing can accelerate process flow of the steel mould of PHC pipe pile production, improve the production efficiency, autoclaving curing can improve the strength of concrete of pipe piles by 40-60 MPa to 80-100MPa in a short time, can satisfy the needs of construction engineering [2].