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Workability Characteristics of Porous Concrete in Pavement Applications Noureddine Elguemri1, a, Yingfang Fan1, b 1 Department of Civil Engineering, Dalian Maritime University, Dalian, China anoureddine.gc@hotmail.com, bfanyf72@yahoo.com.cn Keywords: Porous Concrete, Pavement Applications, Workability Tests, Conventional Concrete, Road Pavements.
Dutta, “Building and Non-Pavement Applications of No-Fines Concrete”, Journal of Materials in Civil Engineering, Vol 7.
Journal of Transportation Engineering.
Ayers, Transport Engineering – Study Book 1, university of southern Queensland, 2004:4~22 [5] N.
Dutta, “Pavement Thickness for No-Fines Concrete Parking Lots”, Journal of Transportation Engineering, Vol 121.

Vibration Performance Optimization of the Semi-active Suspension with Fuzzy Control Method Jinning Zhi1, a, Jianwei Yang2, b and Junzhe Dong1 1College of Mechanical Engineering, Taiyuan University of Science and Technology, Taiyuan Shanxi, China, 030024 2School of Mechanical-electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China, 100044 a jinning_zhi@163.com, b railyjw@163.com Keywords: Semi-active suspension, Vibration, Variable universe fuzzy control, Electro-hydraulic proportional valve, Optimization Abstract.
ACKNOWLEDGMENTS This work is financially supported by Funding Project for Academic Human Resources Development in Institutions of Higher Learning Under the Jurisdiction of Beijing Municipality (PHR201106125), the project of Beijing City talent training (NO: 2010D005017000007) and Doctors Start-up Foundation of Beijing University of Civil Engineering and Architecture (101001704), and the project of Shan xi Youth Science Leader Foundation (NO: 20081066).
Chen, et al: MECHANICAL SCIENCE AND TECHNOLOGY FOR AEROSPACE ENGINEERING.

China 2Hebei Research Center of Pharmaceutical and Chemical Engineering, Shijiazhuang, P.R.
By the uses on different parts, they can be divided into roofing waterproof coating, stereo waterproof coating, underground engineering waterproof coating, and so on.
Now, the cement-based capillary crystalline waterproof materials have widely used in the underground structure of industrial and civil buildings, bridge, roads, drinking water plants, sewage treatment plants, hydropower stations, nuclear power plants, water conservancy engineering, etc., because of its good anti-permeability, self-healing performance, strong cohesive force, anti-corrosion, human harmless, easy use and other characteristics.
Emulsified asphalt waterproof coating and styrene tar waterproof coating found widely used in engineering projects at that time.
Inorganic infiltration crystalline type waterproof coating has been widely used in industrial and civil buildings [12].

Shape Finding Analysis of Membrane Structures based on real material property Weiguo Yang a, Xingpo Li b School of Civil Engineering & Architecture，Beijing Jiaotong University，Beijing 100044，China aE-mail: wg_yang@263.net, b09121586@bjtu.edu.cn Keywords: membrane structure; shape finding; nonlinear; real material properties Abstract.
Introduction Membrane structures are favored by many of architects and structural engineers due to their elegant shape and excellent mechanical properties.
However, the maximum relative location error is only 5%, which is surely allowable in practical engineering design.
The stresses in the cables were about 85 Mpa, which was acceptable to the structural engineers.
Keong, Experimental and numerical form –finding of membrane structures,Asian journal of civil engineering (Building and housing) VOL. 8, NO. 1 (2007).p. 1-12 [8] Yongqiang Gao, Xiuhong Wang, Dongrnei Liu, Form-finding Analysis and Implementation of Cable-reinforced Membrane Structure Based on ANSYS,2010 International Conference on E-Health Networking, Digital Ecosystems and Technologies [C],Shenzhen China, p. 458-460 [9] Liu Xuelin, Studies on Form-finding of Cable Membrane Structures by FEMOL, [Ph.D.

The Study on the Relationship Between the Location of the Hole in a Levee and the Spread Characteristics of Shear Wave Under the Condition of No Damping by FLAC3D Method Mengling Yuan1,a, Zhenhua Zhang1,b, Yang Zhou2,c, Xianqi Luo3,d 1College of Civil & Architecture Engineering, China Three Gorges University, Yichang 443002, China; 2Research Center on Levee Safety and Disaster Prevention Ministry of Water Resources, Zhengzhou 450003, China 3School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China a346828578@qq.com, b35650201@qq.com, czzhouyyang@163.com, dluoxianqi@sjtu.edu.cn Keywords: hole, dynamic analyze, shear wave, test Abstract.
The result of the study give references to nondestructive testing of holes in levee, which has a certain value in engineering application aspect.
Dike engineering geological investigation and evaluation.
Chinese Journal of Rock Mechanics and Engineering, 2004, 23(16) ,p. 2730－2733（In Chinese） [7] Yuming Chen, Dingping Xu.

Specimen’s Short Fatigue Crack Fabrication Test for Q420qE Qiming Yu Civil engineering and architecture academe in WuHan Polytechnical University ,WuHan 430023, 39551064@qq.com Keywords: Crack tip opening displacement(CTOD); Fracture; fatigue; Crack growth Abstract.
So the evaluation of fatigue performance is a very significant work for engineer.
Proceedings of Asian Pacific Conference on Fracture and Strength(2006) [5] Chen Binquan, Ship and ocean engineering stucture’s weld, People’s transportation publishing house, 2001, 2-38

Determination of Cast-in-situ Section Lengths of Reinforced Concrete Arch Bridge in Arch Centering Method Shuixing Zhou1, a, Min Zhang 1, b, Bin Liu2, c and Jun Xu1, d 1 School of Civil Engineering & Architecture, Chongqing Jiaotong University, China 2 Bridge Engineering Group Corporation of Guizhou Province, China azhoushuixing@126.com, bcqjdzhang@126.com, cliubin-xingguang@126.com, djunxusc@gmail.com Key words: Reinforced Concrete arch bridge, Cast-in-situ， arch centering method, Section length, Influence line of deflection.
Trial determination load sequence by influence line method was coarsely introduced in present Technical Specifications for Construction of Highway Bridge and Culverts and bridge engineering tutorials in China [7].
Acknowledgements This work was financially supported by School of Civil Engineering & Architecture, Chongqing Jiaotong University.
[7] Zhou Shuixing: Bridge Engineering (Chongqing University Press, Chongqing 2010).

Analytical Modelling of Traditional Composite Timber-Masonry Walls DOUDOUMIS I N Dept. of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki, Greece email: doud@civil.auth.gr Abstract Composite timber-masonry walls have been used in many old traditional and preservable buildings that constitute a significant part of the world cultural heritage.
"The earthquake resistance of traditional timber and masonry dwellings in Turkey," in Proceedings of the 13th World Conference on Earthquake Engineering, paper 2297, CD-version
"Analytical modelling of infill panels using inelastic macro-elements with contact interface conditions," in Proceedings of the 11th European Conference on Earthquake Engineering, paper in T3 session, CD-version
"Investigation of masonry infilled timber structures: modelling proposal and analysis procedure," in Proceedings of the 3rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, paper 2072, CD-version.

The constrained stress-induced ε reverse martensitic transformation characteristic of Fe-Mn-Si alloy embedded in cement matrix Linlin Liua,Chengxin Linb,Chaoyu Zhouc Transportation and Logistics Engineering College, Dalian Maritime University, Dalian, China.
As one of the most popular driving components in the civil engineering, SMA has many characteristics, such as kinds of deformation forms, large retrievable deformation and good fatigue resistance.
Li: China Civil Engineering Journal Vol. 35(2002), p. 41-47 [2] Y.
Zhu: Chinese Journal of Mechanical Engineering Vol. 41(2005), p.221-225 [3] S.DE Santis, F.
Noel: Materials Science and Engineering Vol.

Bond Characteristics of TRC Slabs Cured in Autoclave Ondřej HOLČAPEK1, a * 1Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, 166 29, Prague 6, Czech Republic aondrej.holcapek@fsv.cvut.cz Keywords: Textile reinforcement, cement matrix, TRC, hydrothermal curing, bending test.
High strength cement matrix for TRC elements production was developed at Experimental Centre Faculty of Civil Engineering and its mechanical properties have been analysis and published in various research articles [10].
Curbach, Bending load capacity of reinforced concrete slabs strengthened with textile reinforced concrete, Engineering Structures 40 (2012) 317-326
Hujer, Behavior of concrete containing of fine recycled aggregate, Key Engineering Materials 677 (2016) 260-265
Horstmann, Realization of TRC façades with impregnated AR-glass textiles, Key Engineering Materials 466 (2011) 121-130