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It has very broad application potential in civil, industrial, and defense areas [7].
[3] Wang Guo-peng, Wan Li, Zhou Yang-na: Journal of Vibration Engineering, vol. 21, no.
[4] Zhao, Jiang, et al, in: Computer, Mechatronics, Control and Electronic Engineering (CMCE) International Conference on.
[5] Kumar J, Biswas S, Ganeshachar M D, et al: Engineering Failure Analysis (2013)
[8] Chen Y, Ni Y Q, Ye X W, Yang H X and Zhu S, in: Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems (2012), 834534

Introduction and Analysis of the Techniques for the Removal of Phenol from Water Liu Dong-mei1, Wang Yue1, Jia Xue-bin1,2,a*, Zhang Dong-jun1, Zou Yi1, Ma Dian-dong1, Liu Li-qun1, Wang De-zhen1, Zou Ya-chao1, Zhang Jian-ming1, Yin De-xin1, Shan Qi1, and Wang Yi-ge1 1 State Key Laboratory of Urban Water Resource and Environment Harbin Institute of Technology,Harbin, China 2 School of Civil Engineering Heilongjiang University, Harbin, China a*mei18@hit.edu.cn Keywords: Phenol, adsorbent material, treatment technology Abstract.
Chemical Engineering Journal, Vol 158 (2010), No 3, p. 498-504 [7] Z.M.
Journal of Civil, Architectural & Environmental Engineering, Vol 31 (2009), No 4, p. 135－140 [8] Q.
Chemical Industry and Engineering Progress, Vol 31 (2012), No 3, p. 593-597 [9] R.
Chinese Journal of Environmental Engineering, Vol 5 (2011), No 11, p. 2417-2422

Optimum Design of Unbonded Prestressed Tendons in Circular Pool Wall Lei Xie1, a, Kechao Zhao2, b, Zhixiang Zha 3, c, * 1 Plan and Architectural Engineering School, Henan University of Science and Technology, Luoyang, China471003 2 Department of Civil Engineering, Henan Institute of Engineering, Zhengzhou, China451191 3 Ningbo institute of techology, Zhejiang University, Ningbo, China315100 ara74@163.com, bl461760078@qq.com, cZhazx71@126.com, *Corresponding Author Key words: Cylinder shell, Unbounded prestressed tendon, Equivalent load, Influencing factor, Optimizing Abstract.
In the current engineering design, without considering the secondary stress of the tendons, it is difficult to determine the action effect produced by the tendons balance to the circumferential stress. 2.
References [1] Zha Zhixiang,Wu Jiaxiong, Shao Xiaofang, “The compting method of equivalent load of unbonded prestressed reinforced steel bar in cylinder shell” Chinese Journal of Industrial Construction, Vol. 37- Supplement (2007), p. 257-261 (in chinese) [2] Xiong,Xueyu,Huang Dingye, “Design and Construction Manual of Prestressing” , Beijing: China Construction Industry Press, 2004 ( in chinese) [3] Hao Wenhua, etc, “Application Case of ANSYS Programe in Civil Engineering”, Beijing: China Waterpub Press, 2005 (in chinese)

Research on Seismic Response Vibration Hybrid Control of Hefei TV Tower Zhiqiang Zhang 1,2, a, Fei Ma 1,b 1 School of Civil Engineering, Southeast University, Nanjing, 210096, China; 2 Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast University, Nanjing, 210096, China; azzq1969@seu.edu.cn, bmafei1006@163.com Keywords: High-rise structure; Seismic Response; Tuned Mass Damper; Fluid Viscous Damper; Hybrid control Abstract.
School of Civil Engineering, Southeast University, 2003,4,41-47
[2]Zhang Zhiqiang,Li Aiqun,et al:Earthquake Resistant Engineering and Retrofitting, 2007,29(5),12-16
[3]Zhang Zhiqiang, Li Aiqun, He Jianping, Wang jianlei, Xu Youlin.: Earthquake Resistant Engineering and Retrofitting, 2002,4(2),39-45
[4] Zhang Zhiqiang, Li Aiqun, Xu Youlin, et al: Building Structure, 2003,33(3),50-53; [5]Xu Y L, Qu W L, Chen Z H: Journal of Structural Engineering, 2001,127(8),861-868； [6]Xu Y L, Chen Z H, Qu W L: Computers and Structures. 2001, 79(32),2817-2831; [7]Zhang Zhiqiang, Li Aiqun, Jia Hong, He Jianping, Wang jianlei: Journal of Southeast University,2007,37(6),1018-1022.

Effect of Redispersible Powders on Frost Resistance of Sulphoaluminate Cement Mortar Zhengmao Ye1, a, Liancong Zheng 1,b, Yong Zhang1,c and Xin Cheng1,d 1 School of Materials Science and Engineering, University of Jinan, Jinan 250022, China amse_yezm@163.com, bzlcxsf@126.com, czhangyongbsh@163.com, dchengxin@ujn.edu.cn Keywords: Redispersible powders; Sulphoaluminate cement mortar; Frost resistance Abstract.
Introduction Cement materials was used widely in civil engineering.
However, in engineering, there are many problems about the using of polymer emulsion, such as dosage, storage.
In terms of the better performance of early strength, high strength, frost resistance, permeability resistance, corrosion resistance[10-11], The sulphoaluminate cement has a wide application ,which was often used in some repair engineering.
Journal of Jilin Architectural and Civil Engineering Institute(In Chinese).

Ngo1,b, Yi-Fang Shih1,c, Yen-Ling Lu1,d and Yi-Ming Chen1,e 1Department of Civil Engineering, National Kaohsiung University of Science and Technology, 415 Chien-Kung Road, Kaohsiung, Taiwan 807 ayrwang@nkust.edu.tw, bloandecor88@gmail.com, cshih090202@kimo.com, dlu820923@gmail.com, eqpaz810504@gmail.com Keywords: Non-Destructive Testing; Ultrasonic Pulse Velocity Test; Rebound Hammer Test; ANNs; SONREB; Concrete Compressive Strength.
ANNs have been successfully adopted in many fields, such as computer vision, speech recognition, machine translation, social network filtering, playing board and video games, financing, engineering and medical diagnosis.
De Stefano: Predictive Models for Evaluating Concrete Compressive Strength in Existing Buildings, The 14th World Conference on Earthquake Engineering (2008), Beijing, China
Guetteche: Application of the Combined Method for Evaluating the Compressive Strength of Concrete on Site, Open Journal of Civil Engineering, Vol. 2 (2012), p. 16-21
Beijing, 14th World Conference on Earthquake Engineering (2008)

Ashrafe Faculty member, Department of Civil Engineering University of Engineering & Technology Peshawar, Pakistan aengrshoaib85@gmail.com, b amjad_naseer@yahoo.com, cshah_civil2003@yahoo.com, ddrakhtarnaeem@nwfpuet.edu.pk, eengrashraf@yahoo.com Key words: Unconfined concrete block masonry structures, Ductility, Compression strength, Retrofitting and earthquake disaster.
The main cause of the huge losses due to Kashmir earthquake in northern Pakistan and Kashmir was the absence of a seismic building code; all the buildings were either non-engineered or designed for gravity loads only [2].
The piers were tested under cyclic loading in structural laboratory, Civil Engineering Department, UET, Peshawar up to peak resistant.
Mehran University Research Journal of Engineering & Technology, Vol. 27, No. 3, pp. 271-282, 2008

Evaluation of the Impact Formulae for Rigid Projectile Striking on Concrete Target Hao Wu and Qin Fang Engineering Institute of Engineering Corps, PLA University of Science and Technology 1 Haifu street, Nanjing, 210007, China abrahamhao@126.com, fangqinjs@139.com Keywords: Normal strength concrete target, High strength concrete target, Projectile, Penetration depth, Perforation limit.
Introduction Concrete has been used extensively as a construction material for buildings, civil defense shelters, head of the tunnels, command bunkers and etc. in both civil and military engineering.
The impact effect of kinetic projectile on concrete target is an important research subject in the fields of protective engineer and weapon designation.
The conclusions can provide references in the design of the concrete protective engineers.

Analysis on the Western-style Structural System of Zizhulin Church Liu Qing1, a, Xie Jian1,2,b and Ge Anxiang1,c 1Department of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory Coast Civil Structure Safety, Ministry of Education, Tianjin University, Tianjin 300072, China ahnzksqliuqing@163.com, bxj.ce.tju@gmail.com, cgeanxiang05@163.com Keywords: Historical architecture, western-style, Zizhulin Church, structural system, analysis Abstract: Built in Chinese specific historical period, most western-style historical buildings have the western pattern and Chinese structural type.
References [1] Ma bingjian, Carpentry building technology of Chinese ancient buildings[M], Science Press, 1991 [2] Wang ying, Construction of Catholic Church in Xin'an Village: Western Pattern Built by Technology of Chinese Style[J], Huazhong Architecture, 2002 [3] GAO Da-feng, ZHAO Hong-tie, XUE Jian-yang, Aseismatic carpentry of Chinese ancient timber buildings[J], World Information On Earthquake Engineering, 2004, 20(1):100-104 [4] Ge Anxiang, Xie Jian, Yang Jianjiang, Zhang Shuang, Analysis on aseismic performance of ancient timber housing buildings[J], Building Structure, 2009, 40(S2):37-40 [5] Li Guirong, Guo Endong, Zhu Min, Analysis of seismic characteristics of Chinese ancient buildings[J], Earthquake Engineering and Engineering Vibration, 2004, 24(6):68-72 [6] Li dongsheng, Huang yanxin, Brief analysis on aseismic performance of historic housing buildings[J], EARTHQUAKE RESISTANT ENGINEERING, 1996(1):24-25

Experimental Research for Flexibility Properties of RC Beams Strengthened with Steel Wire-Polymer Mortar Chiyun Zhao 1, a, Shimin Huang2,b, Qiulai Yao2,c and Yajing Chen1,d 1Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, China 2China Academy of Building Research, Beijing, China azhaocy@bucea.edu.cn, bhsmcabr@yahoo.com.cn, ccome-ql@sina.com, dchenyajing0345@126.com Keywords: flexural performance; reinforced concrete beam; polymer mortar; strengthening; experiment; interfacial bond strength.
Acknowledgments This research is supported by Institute of Earthquake Engineering, China Academy of Building Research.
This research is also supported by Doctoral Scientific Research starting Foundation in Beijing University of Civil Engineering and Architecture.