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Dynamic Response of Two-dimensional Fluid-saturated Porous Beam Fengxi Zhou 1,a, Qiang Ma 2,b 1 Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou, Gansu 730050, China 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu 730050, China a zfx620@163.com, b maqiang0104@163.com Keywords: Theory of saturated porous media, Two-dimensional beam, Dynamic response, Dynamic characteristics Abstract.

Anyata2,b 1 Civil Engineering Dept, University of Ado-Ekiti, Nigeria 2 Civil Engineering Dept., University of Benin, Benin City, Nigeria a tu-fol2002@yahoo.com b bufanyat_a @ yahoo.co.uk Keywords: Waste paper; paper sludge; mixture, recycling, ceiling board material Abstract: A material was made from cement/waste paper/sludge mixture and tests were carried out on it to ascertain its suitability as a ceiling board material.
Howard, "Environmental Engineering" Second edition, McGraw Hill Book Publishing Co.

Study on Product Virtual Design for the Diesel Engine Combustion System Yongfeng LIU *a , Aihua ZHU b , Jianwei YANG c, Hongsen Tian d School of Mechanical and Electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China *a email: liuyongfeng@bucea.edu.cn, bemail:zhuaihua@bucea.edu.cn, cemail:yangjianwei@bucea.edu.cn,demail:tianhongsen@bucea.edu.cn Keywords: 3-D design ;PRO/E; Diesel engine combustion system.
Acknowledgements This project has been supported by Beijing Natural Science Foundation（3102011）and Beijing University of Civil Engineering and Architecture Ph.D foundation (101001604) and Funding Project for Academic Human Resources Development in Institutions of Higher Learning Under the Jurisdiction of Beijing Municipality (PHR(IHLB) 201008370,201106125).

The SSL MIMT Attack with DNS Spoofing Zhang Yalan1, a, Xia Guishu2,b 1 School of Computer Science, Civil Aviation Flight University of China, Guanghan Sichuan, China 2 Aviation Engineering Institute, Civil Aviation Flight University of China, Guanghan Sichuan, China aemail zealous21@126.com, b xgs922@163.com Keywords: DNS spoofing, SSL attack, MITM attack, network security Abstract.
[5] Kong Zheng, Jiang Xiuzhu, “DNS spoofinging principle and its defense scheme,” Computer Engineering, 2010, 36(2), pp. 125-127
[6] Yan Boru, Fang Binxing, Li Bin, Wang Yao, “Detection and defense of DNS spoofinging attack,” Computer Engineering, 2006, 32(21), pp. 130-132.

Numerical analysis on seismic performance of beam-column joints strengthened by top and seat angles in the added-storey steel frame Yalong Yang 1,a, Yong Yao 1,b, Yunpeng Chu 1,c, Chaowu Pei 1,d and Yongjun Deng 1,e 1School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan 621010, China afenghuaade@163.com (corresponding author), byy001221@163.com, cchuyunpeng@swust.edu.cn,d809304904@qq.com,e516341369@qq.com Keywords: steel joints of added layer; seismic performance; finite element analysis; geometry parameters of the angle Abstract: Based on the ANSYS platform, set up five finite element models of beam-column joints strengthened by top and seat angles, analysis its seismic performance and discuss how the width and thickness of the angle affect it.
According to the actual situation of the added-storey, select the equilateral angle steel bolt-welded connection and bolted reinforcement plate with column to enhance the joint of added-storey on original frame, make numerical analysis under the action of low-cycle cyclic loads, investigate the feasibility of beam-column joints strengthened by top and seat angles in the added-storey frame and the influence on its seismic performance by change the length and thickness of the angle limb , to provide a reference for engineering practice.
Journal of Civil Engineering,2011,44(5):57-68

The application of fluoresced gel for the first alkali silica reaction evidence in Thailand Suvimol Sujjavanich 1,a, Krit Won-In2,b, Wacharakorn Wongkhamchan 1,c and Pisutti Dararutana3,d,* 1Department of Civil Engineering, Faculty of Engineering, Kasetsart University, Bangkokk 10900 Thailand 2 Department of Earth Science, Faculty of Science, Kasetsart University, Bangkok 10900 Thailand 3 The Royal Thai Army Chemical Department, Bangkok 10900 Thailand afengsusa@ku.ac.th, bfscikrit@ku.ac.th, cbamp101@hotmail.com, dpisutti@hotmail.com* Keyword: Alkali silica reaction (ASR), Fluoresced gel, Uranyl acetate, UV light Abstract: The study of the first alkali silica reaction (ASR) case in Thailand was conducted on fluoresced gel under UV light technique.
Acknowledgement Funding support of this study was partly granted by the Kasetsart University Research and Development Institute and the Civil Engineering Department at Kasetsart University.

Non-linear free vibration of submerged floating tunnel tether Zhibin Su 1, Shengnan Sun 1,a 1 School of Architecture & Civil Engineering, Liaocheng University, Liaocheng, Shandong, 252059, China a sunshengnan1982@163.com Keywords: submerged floating tunnel; tether; non-linear free vibration; sag; initial tension Abstract.
S., Vortex-induced vibration of submerged floating tunnel tethers under wave and current effects [J], Engineering Mechanics, 2006, 23(S1): 217~221.
Cambridge: Massachusetts Institute of Architectural and Civil Engineering [M], 1981

Structural Analysis of a North China Large-Span Aqueduct with Pretensioned Steel Truss Peipeng Wang College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China wppmiracle@126.com Keywords: Aqueduct, Pretensioned Steel Truss Structure, Response Spectrum Analysis Abstract.
Dynamic response analysis of the vibration mode decomposition response spectrum method is adopted, according to the conditions of engineering design earthquake response spectrum function, through MIDAS software to analyze structure.
You: Large-Span Prestressed Steel Truss Optimization Design Optimal Cost Curve (Journal of Civil Engineering, 2004.08)

Meterial Strain Analysis of CFRP Reinforced RC Columns Subjected to Combined Action of Force By Finite Element Method Yanzi Liu1, a, Zheng Liu2,b, Jiong Li3,c and Xin Chen4,d 1,2,3,4Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology; No.727, Jingming South Road, Kunming, Yunnan, China ayanzi6966@163.com, bkmliuzheng@yahoo.com.cn, clijiong-08@163.com, dchenxin_water@126.com Keywords: Reinforced concrete column; Reinforcement; Carbon fiber; Mechanical behavior analysis; Nonlinear finite element analysis Abstract.
Introduction At present, both at home and abroad, carbon fiber reinforcement technology has been widely used to engineering because of fast, efficient and extensively performance [1].
Ye: China Civil Enginering Journal, Vol. 36 (2003) No.2, p.46-51
Granata: Composites Part B:Engineering, Vol. 31 (2002) No.6-7,p.499-509

Safety analysis on the variable constraint space reticulated shell structures WANG Xiu-li 1, a, JIN En-ping 1,b ZHU Yan-peng 1,c 1 College of Civil Engineering, Lanzhou University of Technology, Lanzhou，730050，China awangxl@lut.cn, b jinenping01@126.com, c zhuyp@ lut.cn Keywords: spatial shell structure; variable constraint structure; construction; temporary support; safety; scheme optimization Abstract.
Engineering Sciences, 2008, 10(8): 12-21.
China civil engineering journal, 2009,42(9): 13-20.