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Study on Quality Control of the Affordable Housing from Government’s Perspective Qiankun Wang 1, a, Chenchen He 1, b,Weiwei Zuo1, c 1 School of civil engineering and architecture Wuhan University of Technology, China a WangQK@ whut.edu.cn, b mofare@163.com, c542814313@qq.com Keywords: affordable housing; quality control; AHP; government Abstract.
The experts who give evaluation include 8 professors, 8 associate professors, 8 lecturers, 10 civil engineers, 10 cost engineers and 8 project managers.
Analysis of the Quality Attributes Used in Establishing Best Value Tenders in the UK Social Housing Sector, Engineering, Construction and Architectural Management, 15(2005)307-320 [5] Guo Zhaoyin.
Engineering quality management study of owner under traditional management mode, North China Electric Power University( 2009) [6] Ren Hong, Zhang Wei, Project Management, Bei Jing: Higher Education Press, 2005 [7] Liu Wengui, Xie Li, Jing Zhengji.
Establishing insurance system of housing quality assurance in China , China Civil Engineering Journal, 1( 2007) 85-89

Utilization of Nano Silica as Cement Paste in Mortar and Porous Concrete Pavement Mohd Ibrahim M.Y.1,a,Ramadhansyah P.J.2,b*,Mohd Rosli Hainin3,c, Wan Ibrahim, M.H.4,d, Fadzli, M.N.5,e 1,2,3Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor Bahru, Johor. 4Department of Material and Structure Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor. 5School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Seberang Perai Selatan, Pulau Pinang.
Introduction Nanotechnology can be seen at the most modern feature in the spheres of science and engineering.
Khelidj, Experimental study of the effect of addition of nano-silica on the behavior of cement mortars, Procedia Engineering 10 (2011) 900-905
Ou, Microstructure of cement mortar with nano-particles, Composites: Part B Engineering 35 (2004) 185-189
Wan Ibrahim, A review of porous concrete pavement: Application and engineering properties, Applied Mechanics and Materials 554 (2014) 37-41

So the remanufacturing of heavy duty caterpillar engine is different from the civil in the goal, technique project and method.
China Surface Engineering., Vol.14(2001), p. 1-4
Chinese mechanism engineering., 11 (2000) , p.36-38
China Surface Engineering.
China Surface Engineering., Vol.14(2001) , p. 5-7.

Nonlinear Numerical Simulation of Shaking Table Tests of a RC Frame-Shear Wall Model Tao Wang 1,2, a, Jingjiang Sun 3,b and Liyan Meng 2,c 1 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China 2 School of Architecture and Civil Engineering, Heilongjiang Institute of Science and Technology, Harbin, 150027, China 3 Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China ahitwangtao@126.com, bjingjiangsun@sina.com, cmly2006@163.com Keywords: Frame-Shear Wall Structure; Fiber Model; Shaking Table Test Abstract.
Nevertheless the modeling results are acceptable in practice engineering.
Nevertheless the modeling results are acceptable in practice engineering.
Reinhorn, Kunnath S.K. and Valles-Mattox R., “Idarc 2D Version 4.0, a program for the inelastic analysis of buildings,” Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, p1-40(1993)
Ye, et al., Earthquake Engineering and Engineering Vibration, Vol.3, No.2, p205-214 (2004).

Effects of geometrical factors on wind pressure characteristics of cylindrical roofs with wind tunnel tests Bo Chen1, a, Qingshan Yang2,b 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China achenbohrb@163.com, bqshyang@bjtu.edu.cn Keywords: cylindrical roof; wind tunnel test; pressure coefficient; pressure probability distribution Abstract.
China Civil Engineering Journal,2007,40(4):1-5 (in Chinese) [3] Yasushi Uematsu, Tsuyoshi Moteki, Takeshi Hongo.
Journal of Wind Engineering and Industrial Aerodynamics, 2003(91):975-994 [8] S.
Journal of Wind Engineering and Industrial Aerodynamics, 2005(93):639-650 [9] P.A.
Journal of Wind Engineering and Industrial Aerodynamics, 2006 (94) 949-973

Dymek, Relationship between Friction Stir Processing parameters and torque, temperature and the penetration depth of the tool, Archives of Civil and Mechanical Engineering 13 (2013) 186-191
Pietras, Influence of the welding parameters on the structure and mechanical properties of vibration welded joints of dissimilar grades of nylons, Archives of Civil and Mechanical Engineering 12 (2012) 198-204
Jachym, Characteristics of Nd:YAG laser welded joints of dual phase steel, Archives of Civil and Mechanical Engineering 9 (2009) 85-97
Hamilton, Experimental and numerical analysis of residual stress in cast aluminum alloy after FSP process, Key Engineering Materials 651-653 (2015) 1563-1568
Sedek, Using a Coupled Thermal/Material Flow Model to Predict Residual Stress in Friction Stir Processed AlMg9Si, Journal of Materials Engineering and Performance 24 (2015) 1305-1312

STUDY ON THE MECHANICAL PROPERTIES OF HIGH PERFORMANCE HYBRID FIBER REINFORCED CEMENTITIOUS COMPOSITE (HFRCC) UNDER IMPACT LOADING Yang Hui-xian1,a, Li Jing1,2*,b, Huang Yan-sheng1,2,c 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China 2State Key Laboratory of Subtropical Building Science, Guangzhou 510640, China ahuixian1414@163.com, b278334902@qq.com, cwinerxian@163.com Corresponding author.
On Engineered Cementious Composites (ECC)_A review of the Material and its application.
Behavior of Hybrid-Fiber Engineered Cementitious Composites Subjected to Dynamic Tensile Loading and Projectile Impact, Journal of Materials in Civil Engineering © ASCE, 143-152, 2005
Performance of Hybrid-Fiber ECC Blast/Shelter Panels Subjected to Drop Weight Impact, Journal of Materials in Civil Engineering © ASCE, 855-863, 2007
Impact resistance of hybrid-fiber engineered cementitious composite panels.

Strut-and-Tie Model for Predicting the Punching Shear of Flat Slabs with Shear Reinforcement LYČKA Lukáš1, a *and ŠTĚPÁNEK Petr1, b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Veveří 331/95, 602 00 Brno, Czech republic alycka.l@fce.vutbr.cz, bstepanek.p@fce.vutbr.cz Keywords: Punching shear, flat slab, strut-and-tie Abstract.
Acknowledgements The presented results were obtained with the financial support of the Faculty of Civil Engineering at Brno University of Technology as a part of the internal grant project FAST-J-16-3386 "Punching slab structures".
B., Design of shear reinforcement against punching, The Structural Engineering, Vol. 70, 1992, pp. 159-164
S., A prefabricated shear reinforcement system for flat slabs, Proceedings of the Institution of Civil Engineers, Vol. 99, 1993, pp. 345-358
E. and Samadian, F., Shear Reinforcement against punching in reinforced concrete flat slabs, The Structural Engineer, 2001, pp. 24-31

Study on Damage Constitutive Model of Cemented Tailings Backfill under Uniaxial Compression Genbo Yu 1, a, Peng Yang 2,b, Yingzhou Chen 3,c 1University of Science & Technology Beijing, Civil & Environment Engineering School Beijing, 100083, Beijing, China; 2Beijing Union University, Beijing, 100101, China； University of Science & Technology Beijing, Civil & Environment Engineering School Beijing, 100083, Beijing, China; 3University of Science & Technology Beijing, Civil & Environment Engineering School Beijing, 100083, Beijing, China; ayugenbo0322@gmail.com, b pyang@ustb.edu.cn, cpzhcyz@163.com Keywords: Uniaxial compression, Tailings cement, Backfill, Damage, Constitutive model.
It mainly researches the process and regularity which solid materials and their structures are in the final result in the destruction with the damage development under certain loads and special environmental condition [1].The geotechnical engineering field has always attached great importance to the relationship between the deformation and strength of the geotechnical materials, while damage mechanics is an important means to solve this problem.
(In Chinese) [2] Weiya Xu, Lide Wei: Chinese Journal of Rock Mechanics and Engineering (2002) (In Chinese) [3] Wengui Cao, Zulie Fang, Xuejun Tang: Chinese Journal of Rock Mechanics and Engineering (1998) (In Chinese) [4] Wengui Cao, Sheng Zhang: Journal of Hunan University (Natural Science) (2005) (In Chinese) [5] Zhixiang Liu, Xibing LI, Tagen Dai: Rock and Soil Mechanics (2006) (In Chinese) [6] Daiqiang Deng, Zhongliang Yao, Shaohui Tang, et al: Soil Engineering and Foundation (2006) (In Chinese)

Valarelli 4,b 1 Faculty of Engineering and Architecture, FUMEC University, Belo Horizonte, 30130-009, Brazil. 2 Department of Civil Engineering, Federal University of São Carlos, São Carlos, 13565-905, Brazil. 3 Department of Structural Engineering, Engineering School of São Carlos (EESC/USP), São Carlos, 13566-590, Brazil. 4 Department of Civil Engineering, State University of São Paulo “Júlio de Mesquita Filho”, Bauru, 17033-360, Brazil. 1,aechahud@gmail.com (Corresponding Authoor), 1,bluizmelg@fumec.br, 2alchristoforo@yahoo.com.br, 3frocco@sc.usp.br, 4,arosane@feb.unesp.br, 4,bivaldo@feb.unesp.br Keywords: Longitudinal modulus of elasticity, Compression and tension parallel to grain tests, Static bending test, Wood.
Civil.
Thesis (Ph.D. in Structural Engineering), Department of Str.
Eng, School of Engineering of São Carlos, University of São Paulo (1983), p. 216