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Student, Vel Tech High Tech Dr RR Dr SR Engineering College, Chennai - 600 062, India 2Scientist, CSIR - Structural Engineering Research Centre, Chennai - 600 113, India 3Chief Scientist, CSIR - Structural Engineering Research Centre, Chennai - 600 113, India 4Assistant Professor, Department of Civil Engineering, Vel Tech High Tech Dr RR Dr SR Engineering College, Chennai - 600 062, India ajenicivil2012@gmail.com, bsardirajm@serc.res.in, csvvardhan@serc.res.in, draghavag@serc.res.in and enareshhts963@gmail.com * Corresponding author : sardirajm@serc.res.in Keywords: Type 304LN stainless steel, Strain-controlled fatigue, Low cycle fatigue, Stabilized hysteresis curve, Cyclic hardening, Cyclic hardening parameters.
Engineering components are often subjected to cyclic load excursions beyond elastic limit and hence cyclic plastic deformation of engineering materials becomes inevitable.
Since the resultant elastic-plastic stress-strain response of the material plays a pivotal role in analysis, design and failure of the component, it becomes important to understand the cyclic plastic deformation behaviour of engineering materials.
Finite element based cyclic plasticity models are nowadays frequently used for design optimization and stress analysis of engineering structures.

A Deployable Brace Model with Joint Clearance and Strut Eccentricity in Seismic Design Minghao Hu1,2,a, Pu Yang1,b, Daniel McCrum2,c 1Civil Engineering College, Chongqing University, Shapingna, Chongqing China 2School of Civil Engineering, University College Dublin,Belfield Dublin 4, Dublin, Ireland ahmh19930908@126.com byangpu@cqu.edu.cn cdaniel.mccrum@ucd.ie Keywords: Deployable Structure, Seismic Design, Joint Clearance, Strut Eccentricity, Hysteresis Analysis Abstract.
Even though deployable structure has wide applications in engineering area, it is almost blank for earthquake (seismic) engineering.
The main advantages of deployable structures are easy to be installed and transported which provide convenience in engineering aspects.
Therefore, a deployable structure prototype is developed based on current engineering practice.
UCB/EERC-80/40, Earthquake Engineering Research Center, Berkeley, Calif

Causes and Control Measures of Mass Concrete Crack of High-Rise Building Basement Foundation Slab Huihong Feng1, a, Xi Wang2, b 1School of Civil Engineering and Architecture, Southwest Petroleum University, Chengdu, Sichuan, 610500, China a fenghh163@163.com Keywords: Mass Concrete; Crack; Control Measure; Basement Foundation Slab Abstract.
Engineering Application A high-rise commercial-residential building is situated in the center of Lanzhou city.
According to the design requirements of the engineering structure, concrete pouring is not hierarchical, and not to set construction joint.
Crack Control Measures of the Engineering.
But considering the summer weather is windy and drying in Gansu, in order to making concrete cooling slowly, the curing time of this engineering is to be extended to 45d.

The Analysis and Application of AHP in a Construction Project Evaluation Debin Li1, a, Yong Yao2, b and Meng Han3, c 1，2，3 School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan 621010, China a lidebin4688@163.com, bYY001221@163.com, cFreerush@Tom.com Keywords: The Analytic Hierarchy Process (AHP), reconstruction project, risks Abstract.
In this paper, we using combination of theory and engineering method, according to the principle of AHP (The Analytic Hierarchy Process), by constructing a judgment matrix, sort calculation, consistency test and other processes to analysis and evaluation the risks.
In many alternative engineering solutions to choose the best solution for construction, and then provide a reference on method of construction project selection and risk assessment and risk control in the applications, ultimately achieve the purpose of reducing losses on risks.
AHP specific applications in engineering Project Background.

Study of Long-term Strength Experiment on Xigeda Soil Wei Chen1,a, Fei Chang1,b, Tao Jiao1,c, Qiang Luo1,d 1, School of Civil Engineering, Panzhihua University, China acw315000@163.com, bchangf22@126.com,cjtbelief@163.com Key words: Xigeda soil; limesoil; strength;test.
Xigeda Soil, as a kind of typical soil widespread in west region of Panzhihua, is widely applied to local engineering construction.
Xigeda soil has been abundantly used in foundation project of house and road construction and much research achievements about engineering geology of Xigeda soil have been achieved [1,2].
Hydrological geology and Engineering geology,1986,6:22-24(In Chinese) [3] W.Chen, Q.Luo , J.KSun , T.Jiao .
Earthquake Resistant Engineering And Retrofitting, 2010,3:77-80(in Chinese) [5] S.E.Peng..Hydrological geology and Engineering geology,1986,2:16-18(In Chinese) [6] K.T.Luo,Y.L.Qin,L.Han,E.L.Liu,W.Chen. 2011 IEEE,2362-2

Xi’an, 710064, China 2 School of Civil Engineering and Architecture, Southwest University of Science and Technology.
MianYang, 621010, China awufangwen2004@163.com, bChfxue2008@163.com Keywords: Bridge Engineering; Cable-Stayed Bridge; Construction Control; Grey System Theory Abstract.
Fig.1 Layout of Luzhou Yangtze River bridge （2） Engineering application Grey theory is applied to construction control of cable-stayed bridge.
Conclusion Based on grey system theory, and combined with practical engineering, the parameters of construction process are predicted successfully, and good results are achieved.
Chinese Journal of Nuclear Science and Engineering, 2007, 27(2):138-140 6.

China Civil Engineering Journal. 2006, 39(5): 78-84 [2] Zhang-Feng.
Engineering Mechanics. 2010, 27(9): 168-174
Highway Engineering. 2007, 32(6): 19-22
Engineering Structures,2005,27(12):1820-1827
Journal of Shandong University(Engineering Science). 2011, 41(3): 101-105

The Experimental Study on Strength of Subgrade Soil Treated with Liquid Stabilizer Ou Ou1,2,a, Xingui Zhang1,b and Nianping Yi 1 1School of Civil Engineering and Architecture,Guangxi University, Nanning ,Guangxi, China 2Guangxi Communication Science Research Institute, Nanning ,Guangxi China anirvana214@163.com, bxgzhangchn@foxmail.com Keywords: Soil Stabilizer; High Liquid Limit Soil; The Unconfined Compression Strength; Moisture Susceptibility.
The liquid soil stabilizer technology is a chemically modified method that can stabilize or reinforce those soils with weak engineering properties.
Introduce Some soils as subgrade materials in highway engineering, which fail to conform to the requirement of corresponding codes, should be treated.
The liquid soil stabilizer technology, which rose in recent years, is a chemically modified method that can stabilize or reinforce those soils with weak engineering properties and opened up a new approach for soil improvement and ground treatment.
At the same time, the serviceability of liquid stabilizers in engineering is discussed.

Mishra3,c 1Assistant Professor, Department of Civil Engineering, MIET, BPUT, Odisha, India 2Associate Professor, Department of Civil Engineering, ITER, SOA University, Bhubaneswar, India 3Assistant Professor, Department of Civil Engineering, NIST, BPUT, Odisha, India asushrisangita.samantaray@gmail.com , bkishoriit@gmail.com , cmishramadhusmita1986@gmail.com Keywords: Rice husk ash (RHA), Compressive strength, Flexural strength, Split tensile strength, Self compacting concrete (SCC).
It is very essential to use sustainable engineering approach to concrete mix design.

Fadipe1,e 1Department of Civil Engineering, Faculty of Engineering and Environmental Sciences, Osun State University, Osogbo, Osun State, Nigeria.
J. of Civil Eng.
M.sc Thesis, School of Civil Engineering, University Sains, Malaysia. (2010)
Proceedings of the Fourth International Conference on Engineering and Technology Research, held between February 23 – 25, 2016 at Senate Chamber, Ladoke Akintola University of Technology, Ogbomoso, Oyo State, Nigeria