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In: Precision Engineering, Vol. 32 (2008), pp. 153–172
(Foundations of Engineering Mechanics).
E.; Wegener, K.: Simulation for optimizing grain pattern on Engineered Grinding Tools.
K.; Hillmann-Apmann, H.; Asche, J.: Diamond tools in stone and civil engineering industry: cutting principles, wear and applications.

Calculation of Ductility of Square CFT Stub Columns With Binding Bars Subjected to Eccentric Load Su Guangqun1,a, Cai jian1,2,b, Zhao Xiaoqin1,c, Zhu Changhong1,d 1 School of Civil and Transportation Engineering, South China University of Technology, China, 510641 2 State Key Laboratory of Subtropical Building Science, Guangzhou, China, 510641, ac20551879@qq.com, bcvjcai@scut.edu.cn, c19zxq86@163.com, dzhu15388@126.com, Keywords: Square CFT; stub column; binding bars; curvature ductility; parametric studies Abstract.
Journal of Structural Engineering, ASCE 2004, 130(2):203–12 [3] Ge HB, Usami T.
Constitutive relationship of square CFT with binding bars [J]. engineering mechanics, 2006, 23(10):145-50 (in Chinese) [9] Susantha KAS, Ge HB, Usami T.
Engineering Structures, 2001,23:1331-47

Study on Four Different Vegetation Types Treating the Sanitary Sewage Mingtao Zhou1,a, Ping Yang1,b 1College of Civil and Engineering & Architecture,China Three Gorges University, Yichang Hubei Province,China azmt@ctgu.edu.cn, b yp20061016@163.com Key words: Vegetation type,Sanitary sewage,Removal,Concentration Abstract.
Li: Water Resources and Hydropower Engineering, Vol. 34 (2003), p.56~58.
Novak: Applied Engineering in Agriculture, Vol. 19 (2003), p.171~175
Zhou: Water Resources and Hydropower Engineering, Vol. 35 (2004) No.10, p.50~52.

., Key Laboratory of Large-span Bridge Health Inspection & Diagnosis Technology Ministry of Communications, Nanjing 211112, PR China 3 School of Materials Science and Engineering, Jiangsu Key Laboratory of Civil Engineering Material, Southeast University, Nanjing, 211189, PR China a lgg@jstri.com (Guanguo Liu); baibin-ma@hhu.edu.cn (Aibin Ma); Keywords: wet–dry cycles; pore structure; simulated seawater environment; performance deterioration Abstract: In this paper, we present the corrosion behavior of F30S30 concrete used for a bridge cap which was investigated in simulated seawater with 2.0% NaCl, 0.35% MgCl2, and 0.25% Na2SO4 under wet–dry cycles.
Although the law of concrete with different dosages of mineral admixture, durability under different environments, variation of concrete permeability under different load conditions, and size effect of concrete on chloride resistance have been studied, their specific applications in engineering have not been reported.
In accordance with the wet–dry cycles of high-performance concrete [9,10] and the highest salinity of an engineering environment during dry season, the following corrosive solutions were selected: (1) 3.5% sodium chloride (NaCl) solution (C), (2) 5.0% sodium sulfate (Na2SO4) solution (S), (3) 3.5% NaCl + 5% Na2SO4 solution (CS), and (4) 2.0% NaCl + 0.35% MgCl2 + 0.25% Na2SO4 simulated seawater solution (CQ).

Texture Mapping Method of Laser Point Cloud and Digital Image Based on Projection Transformation Yun Cai1, a, Hao Li1, b, Mingfei Wu1,c, Biao Yang 1,d 1 School of Earth Sciences & Engineering, Hohai University, Nanjing 210098, China a503235727@qq.com, blihao@hhu.edu.cn, cxyq098405@qq.com, d792071@qq.com Keywords: Laser Point Cloud, Ordinary Digital Image, Projection Transformation, Point Cloud Coloring, Laser Intensity Image.
References [1] X.R.Guo, F.H.Wang: 2009 2nd International Symposium on Knowledge Acquisition and Modeling(KAM 2009).Vol.3(2009), p.206 [2] C.Altuntas, F.Yildiz: Lasers in Engineering.Vol.23(2012), p.163 [3] X.Zhao, K.Q.Zhou: Geomatics and Information Science of Wuhan University.
Vol.32(2007), p.29 [5] A.Mahmoud, G.Adrien: Canadian Society for Civil Engineering.
Vol.3(2011), p.2328 [6] Z.H.Yang, H.Li, L.Yang: Engineering of Surveying and Mapping.

In-situ Assessment of Structural Timber: State-of-the-Art, Challenges and Future Directions KASAL Bohumil1,a 1 Professor of Architectural Engineering, Professor of Civil and Environmental Engineering, and Hankin Chair, Penn State University, University Park, USA a kasalb@engr.psu.edu Abstract Timber is one of the oldest structural materials and has been traditionally used in all parts of the world.
Progress in Structural Engineering and Materials.
"Probability & Statistics for Engineers & Scientists (8th Edition)."
"Wood as an Engineering Material."
Wood handbook--Wood as an engineering material.

Until 1999, Deventor and Palomo firstly put forward the conception of “alkali-activated fly ash (AAFA) [[] J.G.S. van Jaarsveld, J.S.J. van Deventer: Industrial and Engineering Chemistry Research.
Lukey: Chemical Engineering Journal.
The active components of active Si and Al [[] Provis JL, Duxon P, Deventer JSJ, Lukey GC: Chemical Engineering Research and Design.
Shi: Canadian Journal of Civil Engineering.

Amount of Leachate Generated Factors and Control Measures Ying Li a, Aijun Guo b Key Laboratory of Urban Stormwater System and Water Environment (Beijing University of Civil Engineering and Architecture), Ministry of Education, Beijing, 100044, China a liy@bucea.edu.cn   摘要： 本文对垃圾渗滤液产生的影响因素进行了分析，总结了垃圾渗滤液产生量的常用计算方法，最后提出了一些控制垃圾渗滤液产生的措施和方法。
In the design of the site should be based on the engineering geological and hydrogeological conditions, local conditions to determine the seepage control program.
Jilin Institute of Architectural Engineering, 2006,4 (23)
Environmental Health Engineering, 1997, (2): 12 ~ 16

Component-Oriented Decomposition for Collaborative Optimization in Reinforcement Concrete Bridge Design Lian Fa Wang1,a, Ai Ping Tang1,b 1School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China aWanglf1983@163.com, bTangap@hit.edu.cn Keywords: Collaborative Optimization; Component-oriented decomposition; Reinforcement concrete box girder bridge; Sequential Quadratic Programming; Genetic Algorithm Abstract.
Papadrakakis: Earthquake Engineering & Structural Dynamics, (2008), No.37, p.825-844
Balling: Journal of Structural Engineering, Vol. 123, (1997) No.2, p.193-202
Geyer: Advanced Engineering Informatics, Vol. 23, (2009), p.12-31

It is a challenging issue for the engineers in designing AC system that involved in large intake of outside air intake, in a typical tropical climate, as Malaysia, where the weather is warm and humid all year-around with the average daily temperature ranges about 30°C to 35°C and relative humidity (RH) about 70% to 90% [1].
[9] Xiaoping Yu, Humidity Control System for Civil in Hot Summer and Cold Winter Zone in China, Control system for energy Efficiency and Comfort Volume V-3-1 ICEOB (2006)
[11] American Society of Heating, Refrigerating and Air Conditioning Engineers (AHSRAE), Fundamental (2009)
[15] American Society of Heating, Refrigerating and Air Conditioning Engineers (AHSRAE), HVAC Application (2007)
[16] ANSI/ASHRAE Standard 62.1-2010, Ventilation for Acceptable Indoor Air Quality, American Society of Heating, Refrigerating and Air-conditioning Engineers, Inc.