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The Analysis of the Reliability and Design for Mechanical Anchorage of HRB500 Steel Bars Xian Rong1, 2,a, Pengcheng Liu1,2,b and Xue Li3,c 1School of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China 3Northern Design and Research Institute, Hebei, 050000, China axrong@hebut.edu.cn, bdds_8697@qq.com, c369700650@qq.com Keywords: HRB500, Mechanical Anchoring, Reliability, Anchorage Length Abstract.
Reliability Analysis of Anchorage in Concrete, The Seventh Paper Collection of Branch of Bridge and Structural Engineering, Civil Engineering Society of China (CESC ) Academic Conference, (1987), p. 276(In Chinese)

Study on Temporary Load-carrying System of Reinforced Concrete Structure on Construction Shuping Cong1,a, Lai Wang1,b and Jinsheng Han1,c 1Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, Shandong, 266510, China acongshp@163.com, bwlkdtjxy@sina.com, chjsheng2008@163.com Keywords: Reinforced Concrete Structure, Construction, Temporary Load-carrying System, Analog Calculation.
ASCE, Journal of Structural Engineering Vol. 111 (1985), p. 1019 [4] De Almeida Prado, Jose Fernao Miranda.
Engineering Structures Vol. 29 (2007), p. 933 [7] CEB-FIP Model Code 90.
China Civil Engineering Journal Vol. 34 (2001), p. 7 (In Chinese)

Cooperation Pullout Test of Double Self-Tapping Screws in Wood Structures Gang Shi 1,a, Jianxing Zhang 1,b, Yuanqing WANG 1,c, Huijuan Huang 2, Zhenghong Zhang 2 1Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084,China 2Beijing DongFangCheng International Steel Structure Engineering Co., Ltd ashigang@tsinghua.edu.cn, bzhangjx10@mails.tsinghua.edu.cn, cwang-yq@tsinghua.edu.cn Keywords: wood structure; self-tapping screw; pullout force; cooperation effect Abstract.
Structural Engineer, 2009, 25 (4) :152-157

Seismic Performance Evaluation of a Steel-concrete Hybrid Frame-tube High-rise Building Structure Huanjun Jiang1, a, Bo Fu1, b and Laoer Liu2, c 1State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, P.R.
The uniqueness in these structures beyond the scope of current design codes brings new challenges to engineers.
Park, Theoretical stress-strain model for confined concrete, Journal of Structural Engineering. 114(1988) 1804-1826
[3] American Society of Civil Engineer, Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA356,Washington, D.C., 2000

Interaction between Bus Stops Location and Traffic on Bus Operation Mohammad Hesam Hafezi1,a* and Amiruddin Ismail2,b 1Faculty of Engineering, Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Tehran, Iran 2Sustainable Urban Transport Research Centre (SUTRA)/, Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia,43600 UKM Bangi, Selangor Darul Ehsan, Malaysia a hafezi23@eng.ukm.my, b abim@eng.ukm.my Keywords: Traffic flow, Bus stop, Traffic light, Scheduling, passenger.

The Usability of Fly Ash for the Construction of Embankment Dams Vít Černýa, Rostislav Drochytkab and Jan Jandorac Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic acerny.v@fce.vutbr.cz, bdrochytka.r@fce.vutbr.cz, cjandora.j@fce.vutbr.cz Keywords: Fly ash, dikes, embankment, dams, injection.
Introduction Dikes are amongst the world's oldest hydro engineering structures.
This fact often leads to the erroneous supposition that the long history of this type of construction contributes to progress in this particular field of civil engineering, which should logically have certain superiority over other younger branches of the science, for example, hydroelectric works.
Drawing knowledge from dam engineering leads, as with most problems, to an excessively perfectionist view of their solution; this results in a substantial increase in construction costs.

Shake Table Modeling of Laterally Loaded Piles in Liquefiable Soils with a Frozen Crust Zhaohui Yang1, a,*, Xiaoyu Zhang1,b and Runlin Yang1,2,c 1 Dept. of Civil Engineering, University of Alaska Anchorage, Anchorage, AK 99508, U.S 2 Dept. of Civil Engineering, University of Science and Technology Beijing, Beijing, China * Corresponding author, PH (907) 786-6431 aafzy@uaa.alaska.edu, bxzhang12@alaska.edu, cyang_runlin@163.com Keywords: Frozen Soil-Foundation Interaction, Liquefaction, Shake Table Test Abstract.
Marx, Bridge Engineer at State of Alaska Dept. of Transportation and Public Facilities, for his thoughtful comments provided for this study.
CRREL Report 77-3, Cold Regions Research and Engineering Laboratory.

Dynamic Properties of Long-span Steel-concrete Composite Bridges with External Tendons Wei’an Wanga, Qiao Lib ,Canhui Zhaoc and Weilin Zhuangd School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China a vten1@163.com, b ql3721@163.com, c zch2887@163.com, d wlzhuang@vip.163.com Keywords: Steel-concrete composite bridge, Equivalent damping, Shear connectors, Dynamic property, External prestress.
References [1] Xilin Lu, Jie Zhang:China Civil Engineering Journal Vol.45(2012), p.10-16,in Chinese
[2] Zhiqi He, Zhao Liu:Journal of Structural Engineering Vol.136( 2010), p.1055-1065
Fisher: AISC Engineering Journal Vol,8(1971), p.55-68

Study on Toughening Effect in EPS Concrete Dehui Zhao1,a, , Jinyu Xu1,2,b , Erlei Bai1,c 1Engineering Institute, Air Force Engineering University, Xi’an, 710038, China 2College of Mechanics and Civil Engineering, Northwester Polytechnical University, Xi‘an,710072, China azhaodehui1234@163.com, bjyx369@yeah.net, cbwxkgy @163.com Key words: EPS; concrete; split Hopkinson pressure bar apparatus; Specific energy absorption; strain rate; toughening effect Abstract: To study on the toughing effect of EPS in the plain concrete, the EPS concrete with 10%,20%,30%,40%,50% EPS volume fraction were prepared.
So the EPS concrete can be used widely both in the military and civil engineering in the future.
Mechanical properties of basalt fiberreinforced geopolymeric concrete under impact loading [ J].Materials Science and Engineering: A, 2009, 505 (1 -2):178-186

Plastic Waste in Cement Concrete, LDPE and PVC introduction effect M’hammed Merbouh1 a and Bachir Glaoui1 1FIMAS Laboratory, Department of Civil Engineering, University of Bechar, BP417, Algeria aemail: mmerbm@yahoo.fr Keywords: Concrete, environment, introduction, plastic waste, LDPE, PVC, recovery and reuse, cost and performance.
Acknowledgements This work was supported by the laboratory of civil Engineering and FIMAS laboratory, in Bechar University.
K.: Fibre Reinforced Concrete Using Domestic Waste Plastics as Fibres, Vol. 6, N°. 3, ISSN 1819-6608 ARPN Journal of Engineering and Applied Sciences Asian Research Publishing Network, March 2011
K., Ajitha B., Bhavani R.: Melt-Densified Post Consumer Recycled Plastic Bags Used As Light Weight Aggregate In Concrete, International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622, Vol. 2, Issue4, July-August 2012, pp.1097-1101 [9].