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Motion Analysis of Kinematically Indeterminate Structure Using Inextensional Mechanism: a Unified Approach Jinyu Lu1,2,a, Na Li1,2,b 1 College of Civil Engineering, Southeast University, NanJing, 210096, China 2 Key Lab of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, NanJing, 210096, China adavidjingyu@gmail.com, bsissi-1001@163.com Keywords: Kinematically Indeterminate Structure; Motion Analysis; Inextensional Mechanism; Equilibrium Matrix Abstract.
Major applications of them are in the field of mechanical engineering, aerospace engineering and civil engineering, such as robots, deployable antennas[2] and cable-strut systems[3], etc..
Suzuki, in: European Congress on Computational Methods in Applied Sciences and Engineering, edited by P.
Aerospace Engineering.
Luo: Engineering Mechanics.

Anyata 2, b 1Civil Engineering Dept, Nnamdi Azikiwe University, Awka, Nigeria. 2Civil Engineering Dept, University of Benin, Benin City, Nigeria.
Huisman, Rapid Filtration: Department of Civil Engineering, Delft University of Technology, The Netherlands. 1984 [3] D.M.
Colloid and Surface Engineering.
Probability Concepts in Engineering Planning and Design.
Editions, Civil Engineering Series. pp 271-272. 1991.

Key Components for RC Frame Structure During Progressive Collapse Bing-bing TU*, Dong ZHAO College of Civil Engineering, Xi’an University of Architecture&Technology, Xi’an 710055, China tbbconference@163.com Keywords: important components; alternate path method; sensitivity analysis; the worst failure mode Abstract: To illustrate the changes of important components during progressive collapse, this paper sums up the judgment method for important components.
Engineering Mechanics, 2008, 25(6): 38-43
Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(2): 8-14
China Civil Engineering Journal, 2008, 41(6):1-8
Engineering Mechanics, 2012, 29(3):143-149.

Relationship of Fractal Structure and Compactibility of Coarse Grain Soil in High Speed Railway Subgrade Yabing Huanga, Yanjun Lib and Tan Jiaoc Institute of Civil Engineering, Central South University, Changsha 410075, China ahuangyb704@163.com, b731037113@qq.com, cjt920902@163.com Keywords: coarse grained soil; grain composition; compaction characteristics; fractal.
In the 90 s of the 20th century, many Chinese scholars applied fractal geometry to geotechnical engineering and realize the significance of the fractal theory.
References [1] TB10102-2010, Railway Engineering Geotechnical Test Procedures, Chinese Railway Press, Beijing, 2010
[9] Construct of Railway 163, Technical Code for Continuous Compaction Control of Fill Engineering of Railway Earth Structure, 2011
Yan, High Speed Railway Subgrade Compaction Quality Control of Continuous, Central South University Civil Engineering College, Changsha, 2010.

Valarelli4, f 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.
Tests took place on the premises of: Wood and Timber Structures Laboratory (LaMEM), Department of Structural Engineering (SET), São Carlos Engineering School (EESC), São Paulo University (USP); FUMEC University labs; UNESP (Bauru Campus) labs, Brazil.

Dynamic Triaxial Test Research of Stage Change of Cohesive Soil Xiaoyang Rong1,a, Tianhong Yang1,b, Peitao Wang1,c, Hong Wang1,d and Yang Li1,e 1School of Resource and Civil Engineering, Northeastern University, Shenyang, 110819 China axiaoyang121_121@126.com, byangtianhong@126.com, c124828649@qq.com, d7653606@qq.com, e404552390@qq.com Key words: Cohesive soil; Dynamic triaxial test; Dynamic characteristics; By stage; Abstract.
Introduction The cohesive soil widely rang in all kinds of layers, which is the natural foundation of the industries, civil architectures and natural side slopes.
The experimental parameters and condition are selected according to the site earthquake fortification intensity, the covering soil thickness, geotechnical engineering characteristics of the covering soil and the actual engineering stratigraphic characteristics, etc.
Journal of the mechanics and foundation engineering division, ASCE (1963) [2] Xie Dingyi.
[5] PYKE R M.: submitted to Journal of Geotechnical Engineering , ASCE, 1979, (6): 715－726

Constitutive model identification of rock based on artificial intelligence SHA Sheng-Jun1,2,a HAO Xiao2,b ZHAI Shu-Hua1 ,c 1 School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China 2 Department of Civil and Materials Engineering ,Henan University of Urban Construction, Pingdingshan Henan 467036, China assj39@163.com, bhxhncj@126.com, czhaishuhuahbu@163.com Keywords: Constitutive model; Pattern identification; Genetic algorithm ; Genetic programming Abstract.
Visco-elastic constitutive model recognition of rock mass and its engineering application[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(11):1605-1609
Chinese Journal of Geotechnical Engineering, 2001,23(1):1-4
Chinese Journal of Geotechnical Engineering,2002,24(1):93-97
China Civil Engineering Journal,2002,35(4):77–81

Analysis on Contact Pressure Distribution and Design Model of Foundation Reinforcement Erjun Wu1, a, Wei Jiang 1,b 1 College of Civil Engineering and Transportation, Hohai University, Xikang Road 1, Nanjing, Jiangsu P.R.
But the foundation reinforcement design didn’t apply these above results in engineering.
Foundation Engineering Handbook. 1975 Van Nostrand Reinhold Company.
Geotechnical Engineering, 2000, (1)：47-50 (in Chinese) [7] LI Qinrui, Yanjing Teng.The pilot study of the foundation when Transform the existing buildings.
ANSYS Civil Engineering Applications (Second Edition).

Preliminary study on performance of the prestressed concrete hollow retaining pile in lateral force resistance Ru Zhang1,a, Ping Yan1,b 1College of Civil Engineering and Architecture, Zhejiang University,Hanghou,310058, China azhangru0910@163.com, byypp2010@qq.com, Key words:Tension Control Stress , Normal Section Flexural Bearing Capacity,Finite-elemet Analysis, Shear Lag Effect Abstract.
Introduction Currently a large number of deep foundation pit retaining engineering, slope protection engineering and port embankment engineering emerge in civil engineering.
And combined with its particularity for temporary large deformation artifacts, making it more suitable for engineering application, it can be appropriately adjusted.

Cure Time Effect on Compressibility Characteristics of Expansive Soils Treated with Eco-Cement Aniculaesi Mircea1, a, Lungu Irina2, b and Stanciu Anghel3,c 1, 2, 3Faculty of Civil Engineering and Building Services, 43 Dimitrie Mangeron Blvd.
Introduction In the past, soft soils with poor engineering properties such as high plasticity, low bearing capacity, large settlement etc. were improved with classical stabilizers such as Portland cement or lime.
Nowadays, there is a mandatory responsibility in civil engineering that created a new trend in developing and using new materials with low impact on the environment.
References [1] BUREAU OF INDIAN Standard: Classification and Identification of Soils for General Engineering Purposes.
Germaine: Geotechnical Laboratory Measurements for Engineers, edited by John Wiley & Sons, Inc, (2009) [6] A.A.