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Analysis on Architectural Bamboo Surface Qian Liu1, a, Tao Lin2,b 1Architecture Department, School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou, Jiangsu, PRC 2Architecture Department, School of Mechanics and Civil Engineering, China University of Mining & Technology, Xuzhou, Jiangsu, PRC aliuqian4321@163.com, blintao23@126.com Keywords: Architectural Surface, Integral Bamboo Surface, Live Bamboo, Strip-shaped Bamboo, Plate-shaped Bamboo, Image Bamboo Surface.
Acknowledgement This work is supported by School of Mechanics and Civil Engineering, China University of Mining & Technology under grant No. lj2010qnjj08.

Influence of Sulphate on the Moisture Movement of Calcium Silicate Brick Masonry Wall WAN Ibrahim M H 1, a, ABU BAKAR B H 2, b, MEGAT Johari M A3, c and RAMADHANSYAH P J4,d 1 Faculty of Civil & Enviromental Engineering, Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor, Malaysia 2, 3, 4 School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, Pulau Pinang, Malaysia a haziman@uthm.edu.my, bcebad@eng.usm.my, ccemamj@eng.usm.my, drama007d@yahoo.com Abstract This paper presents the behaviour of moisture movement of calcium silicate brick masonry walls exposed to sodium sulphate environment.
Journal of Material in Civil Engineering, 2(4), 223-239

Researches on the new characteristic residences in the eastern Henan Xuemin Shi 1, a, Fan Zhang 2,b and LI LI3,C 1School of Civil Engineering And Architecture of Henan University, in China 2School of Civil Engineering And Architecture of Henan University, in China 3School of Civil Engineering And Architecture of Henan University, in China ashixuemin@163.com, b369866771@qq.com, clylylee@henu.edu.cn Keywords: Characteristic Residences; Design Strategies; Eastern Henan Abstract.

Fatigue parameters of cement-based composites with various types of fibres Stanislav Seitl1, a, Zbyněk Keršner2, b, Vlastimil Bílek3, c and Zdeněk Knésl1, d 1 Institute of Physics of Materials, Academy of Sciences of the Czech Republic, Žižkova 22, 616 62 Brno, Czech Republic 2 Institute of Structural Mechanics, Civil Engineering Faculty, Brno University of Technology, Veveří 331/95, Brno 602 00 Czech Republic 3 ZPSV, a.s., Testing laboratory, Brno, Křižíkova 68, Brno 660 90, Czech Republic a seitl@ipm.cz, bkersner.z@fce.vutbr.cz, cbilek@ zpsv.cz, dknesl@ipm.cz Keywords: Fatigue behaviour, Wöhler curve, concrete, fibres Abstract.
Introduction Fibre reinforced cement-based composites display several attractive characteristics for application in civil structures such as buildings, bridges and footbridges, and also for strengthening existing structures.
From this experimental study, the following comments can be made: • The obtained experimental results pointed out some of the most relevant characteristics of the behaviour of fibre cement based composites under monotonic/static and fatigue loading necessary for application in the civil engineering industry
Applied and Computational Mechanics, 2 (1), 2008 [5] Seitl, S., Keršner, Z., Bílek, V., Fatigue parameters of selected fiber concretes on three-point bend specimens, Engineering mechanics 2009, Svratka 11.-14. 5. 2009 (on CD) [6] Karihaloo, B.L.

Research on Construction Technology of External Insulation and Economic Analysis of XPS Board External Wall of Pasted Dovetail Groove Haibin Ma1, a, Rong Bai2, b and Xue Bai3, c 1,3School of Civil Engineering and Architecture of Anhui University of Science & Technology, Huainan, Anhui 232001 2China Construction Fourth Engineering Division, Guangzhou, Guangdong 510665) amahaibin25@163.com, brongbai@163.com, cbaixue@aust.edu.cn Keywords: XPS board, External wall insulation, Construction process and Economic analysis Abstract.
The structure, construction method, process theory, technical requirements and economic analysis of pasted dovetail board XPS board are described by taking the engineering case analysis as examples.
Construction Method for Energy Conservation Project of Civil Building Fence Structure i [M] .
[4] DGJ32 /J19-2007 Code for Quality Acceptance of the Construction Quality of Civil Building Energy-saving Project [S] .

The difference supervision theory of engineering registration workers based on Bayesian inference Zhijiang FENG1, Jiancheng LIU1, Limin WANG1, Hongliang Zhang1, Ping ZHANG2 1 Hebei Institute of Architecture and Civil Engineering 2China life insurance e-mail:wlmfirst@sina.com Keywords: Bayesian Inference Theory, The difference supervision, affiliated, architecture market management information Abstract.
The engineering background of the difference supervision theory Due to the construction engineering related to many things, the construction process is a complicated synthetically process.
Therefore, let define the event of which an engineering registration worker is not an affiliated worker, the absence level is, and corresponding is the event of which an engineering registration worker is an affiliated worker, the absence level is.According to inspection historical record and expert evaluation, it can define the probability of which an engineering registration worker is an affiliated worker is 20%.
The flow diagram of difference supervision theory of engineering registration workers based on Bayesian inference is shown in fig. 1.
Acknowledgment We acknowledge the financial support provided by the 11th Five Years Key Programs for Science and Technology Development of China(2006BAJ16B01) and support by Ministry of Housing and Urban-Rural Development of the People’s Repnblic of China(2010-K5-11) References [1] Guo zhiyi,Liu xueyi ,”The discussion of how to ensure engineering quality in construction engineer practicing”, construction engineering, pp. 212-215,August 2008 [2] Lei zhiguo,”The discussion of relation between construction engineer and project engineer”, pp. 110-113,urban roads and bridges,December 2008 [3] http://www.tianya.cn/techforum/content/144/553413.shtml [4] Huangwei,”Promoting supervise innovations,Improve supervise efficiency, break new ground of supervision work for markets of construction”, markets of construction bid and tender, pp. 4-10 January 2007 [5] Ministry of Construction.”Market integrity of national building information platform has enabled”, engineering installation,

Preliminary Study on Shear-Flow-Creep Experiment for the Fracture of Hard-Rock Wang Gang1, 2, a, Jiang Yujing2, b , Wang Mingbin3, c 1Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao 266510, China 2Key Laboratory of Mine Disaster Prevention and Control, SUST, Qingdao 266510, China 3School of Civil Engineering, Ludong University, Yantai, 264025, China awanggang1110@gmail.com, bjiangyjcn@gmail.com, c457150807@qq.com Keywords: Geological Disposal Plant, Granite, Shear-Flow-Creep Coupling Test, Constant Normal Stiffness.
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(4): 801-812.
Chinese Journal of Rock Mechanics and Engineering, 2008, 27(2): 236-243.
Chinese Journal of Rock Mechanics and Engineering, 2000, 19(2): 177-181.
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(4): 825-831.

Performance of the Nail Joints on Wood Frame Shear Walls Liu Yan1,2,a, Zou-Xiaojin1,b and She-Chengang1,3,c 1 School of Civil Engineering, Yangzhou University, Yangzhou, Jiangsu Province, PRC. ,225009 2 College of Wood Science and Technology, Nanjing Forestry University, Nanjing, PRC.,210037 3 College of Civil Engineering, Nanjing University of Technology, Nanjing, PRC.,210009 a liuyan@yzu.edu.cn, b yzdxzxj@163.cm,c 393517296 @qq.com Key words: nail joints, test research, mode Abstract.
Dept. of Civil Engineering.
Journal of Structural Engineering, 127(4), (2001).p.433-441.

H 1,a, Jamaludin N2,b, Irwan J.M 3,c, Ramadhansyah P.J4,d, Suraya Hani A 5,e 1,2,3 Faculty of Civil & Environmental Engineering, University Tun Hussein Onn Malaysia, Batu Pahat, Johor, MALAYSIA 4Faculty of Civil Engineering, University Teknologi Malaysia, Skudai, Johor, MALAYSIA 5Faculty of Engineering Technology, University Tun Hussein Onn Malaysia, Batu Pahat, Johor, MALAYSIA a haziman@uthm.edu.my, b norwati@uthm.edu.my, c irwan@uthm.edu.my, d ramadhansyah@utm.my, e suraya@uthm.edu.my Keywords: Polyolefin fibers, Foamed concrete, Compressive strength, Flexural strength, Toughness index.
Journal of Materials in Civil Engineering.

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