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Numerical Simulation Analysis of Cold Air Distribution System Sun Chengcai1, a *, Zhou Bo1, b, Lv Jie1, c 1Architecture and Civil Engineering College, Shenyang University of Technology, Shenyang, P.R.
This work was developed within the Liaoning Engineering Center of Wind Power Technology.

Shenzhen Civil Engineering and Architecture.
Newspaper of Harbin Engineering University.

Detection of Inhomogeneities and Cracks in Composite Materials by the Method of Partial Discharges KOKTAVÝ Pavel1,a, TRČKA Tomáš1,b, KOKTAVÝ Bohumil2,c and ŠTOUDEK Richard2,d 1Department of Physics, Faculty of Electrical Engineering and Communication, Brno University of Technology (BUT), Brno, Czech Republic 2Institute of Physics, Faculty of Civil Engineering, Brno University of Technology (BUT), Brno, Czech Republic akoktavy@feec.vutbr.cz, bxtrcka03@stud.feec.vutbr.cz, ckoktavy@dp.fce.vutbr.cz, dstoudek.r@fce.vutbr.cz Keywords: Partial discharges, electromagnetic emission, acoustic emission, crack, composite material, concrete.

., Kounicova 13, 602 00 Brno, Czech Republic 2Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Veveří 331/95, 602 00 Brno, Czech Republic adolezel@dosing.cz, bsomodikova.m@fce.vutbr.cz, clehky.d@fce.vutbr.cz, dnovak.d@fce.vutbr.cz *corresponding author Keywords: Load bearing capacity, degradation, structural reliability, reliability index.
Engineering Mechanics 24 (2009) 452–462

Application of Chlorine Dioxide in Drinking Water Disinfection Dengling Jiang1,2, a, Bowen Chen and Guowei Ni1,2 1College of Civil and Architectural Engineering, Hebei United University, Tangshan, 063009, .China 2Earthquake Engineering Research Center of Hebei Province, Tangshan, 063009, China ajiangdengling@tsinghua.org.cn Keywords: chlorine dioxide; chloroform; chlorite; disinfection; drinking water Abstract.

A Study on the Controllability of Deepwater Manifold during Launch through Pendulous Installation Method Songrong Cao1,a, Jianxing Yu 1, Guizhen Zhang 1, Weilin Ma 1,b 1School of Civil Engineering, Tianjin University, Tianjin 300072, China a csr968@163.com, b maweilinfreedom@163.com Keywords: manifold, pendulous installation method, numerical simulation, controllability.
Acknowledgements The project was supported by the Foundation for Innovative Research Groups of the National Natural Science Foundation of China (51021004), the National Science and Technology Major Project of the Ministry of Science and Technology of China (2008ZX05026-006) and the Foundation for Research of the State Key Laboratory of Ocean Engineering of Shanghai Jiao Tong University.

Introduction Shaped charge as a kind of technology that bring high energy and high flux density, is widely used in military and civil engineering field, which can produce remarkable breakage action to target. [1] However, with the improvement of ship structure’s strength and capability, with the development of defence technology of underwater engineering, their performance of resisting destruct is improved greatly.

[5] J.Zhou,X.B.Wu,L.Na: Journal of Beijing Institute of Civil Engineering and Architecture, Vol.21(2005), pp.1-6
[7] X.Y.Zhang,W.P.Zhang,Q.Li,Z.Q.Wang: Harbin Engineering University journal, Vol.27(2002), pp.20-25

Yield Criteria for Pressure-sensitive Materials based on Meso-mechanical Analysis Liqiang Tang 1, a , Xiaoying Zhang 1, b , Xuemei Yu 1, c 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China a tlq8854@126.com, b zhangxiaoying083@163.com, cyuxuemei69@tom.com Keywords: Pressure Sensitivity; Yield Surface; Meso-Mechanics; Compressibility.

Research on the Performance of Poly-High-Ferric-Silicic Coagulant and Lead Wastewater Treatment Juan Tan 1, a, ﹡Yanzhen Yu 1,b and Yong Sun 1,c 1 School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, China acea_tanj@ujn.edu.cn, ﹡Corresponding author: bcea_yuyz@ujn.edu.cn, c sdsyzzh5@sina.com Keywords: ploy-high-ferric-silicic coagulant; lead wastewater treatment; performance; flocculation process Abstract.
Journal of Environmental Engineering, 1998,124: 701- 708