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., LTD, Daejeon 305-343, Korea 2Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Korea (Corresponding Author) a jongp24@incheon.ac.kr Keywords: Finite deformation, Object stress rate, Simple shear, Continuum mechanics.
(14) Fig. 2 shows the normalized stress components with respect to the engineering shear strain.
Fig. 7 shows the normalized stress components for the Lagrangian stress rate with respect to the engineering shear strain.
Fig. 8 shows the normalized stress components for the logarithmic stress rate with respect to the engineering shear strain.
The differences among the various stress rates of the shear stress component are very small when the engineering shear strain period is from 0 to 1.

Applicability of Duncan-Chang Model and Its Modified Versions to Methane Hydrate-Bearing Sands Juhua Xiong 1, 2, a, Xiaoyong Kou 1, 2, b, Fang Liu 1, 2, c and Mingjing Jiang 1, 2, d 1 Department of Geotechnical Engineering,Tongji University, 1239 Siping Road, Shanghai, China 2 Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Shanghai 200092, China axiongjuhua@tongji.edu.cn, bkxyyxk@126.com, cliufang@tongji.edu.cn, dmingjing.jiang@tongji.edu.cn Keywords: Methane hydrate-bearing sediments, Constitutive model, softening, dilatation Abstract.
Acknowledgements The research was financially supported by China National Science Fund for Distinguished Young Scholars with Grant No. 51025932 and Kwang-Hua Fund for College of Civil Engineering, Tongji University.
Shen: Hydro-Science and Engineering Vol. (4) (1986), P.1 (in Chinese) [3] L.Z.
Li :Journal Of Hydraulic Engineering Vol.(1) (2004) , P.83 (in Chinese) [4] G.
Mechanical Behavior Of Methane Hydrate-Supported Sand, in International Symposium on Geotechnical Engineering, Ground Improvement and Geosyntheticsfor Human Security and Environmental Preservation, Bangkok, Thailand,2007 [7] A.

Introduction Design, computation and construction of engineering structures are generally based on linear static analyses and on linear, bi-linear or multi-linear material models.
The implementation of the Bayes-Update-Process for different engineering structures is documented e.g. in [7].
Bergmeister: Structural assessment and reliability analysis for existing engineering structures, applications for real structures, Structure and Infrastructure Engineering, 5(4), (2009), p. 277-286 [2] D.M.
Bergmeister: Assessment of existing structures based on identification, J. of Structural Engineering, 136(1), (2010), p. 86-97 [7] J.
Ditlevsen: Uncertainty Modeling with Applications to Multidimensional Civil Engineering Systems (McGraw-Hill International Book Co, New York, London 1981) [10] D.

Slope stability analysis based on limit equilibrium and numerical analysis Kaiyu Jiang1, a, Jing Cao1,b and Yue Ma2,c 1 Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming 650500, China 2 Broadvision Engineering Consultants, Kunming 650011,China ajiang.k.y@163.com, bcjlb117@sina.com, c83754065@qq.com Keywords: the tertiary strong weathered basalt, foundation pit slope, stability, Janbu method, finite difference method Abstract.
General situation of foundation pit slope Engineering background.
Engineering-geological and hydro-geological conditions.
A high slope engineering (25.6 m-37.6 m) without protection which formed by manual excavation is possible to failure in natural state.
Chinese journal of geotechnical engineering, 2002, 129(3): 343-346.

Introduction The vibration displacement of structure is a parameter that engineers concern very much.
Journal of Wind Engineering and Industrial Aerodynamics. 89(2001)973-985
[3] Kolousek, Wind Effectes on Civil Engineering Structures,Elsevier,1984
Influence of turbulence on the self-excited forces on a rectangular cross section Proceedings of the Tenth International Conference On Wind Engineering, Copenhagen/Denmark/21～24 June,1999, Wind Engineering into the 21st Century, Edited by Larsen and G,L,Larose &,F.
[6] Simiu,E.and Scanlan,R.H.Wind Effects on Structures-An Introduction to Wind Engineering,the 3rd Ed.John Wiley &Sons,New York,1995.

Journal of geotechnical and geoenvironment engineering, 2001:1-15
Dynamic and static load testing of model piles driven into dense sand.Journal of geotechnical and geoenvironment engineering, 1999(11):988-998
El Sawwaf .Strip Footing Behavior On Pile And Sheet Pile-Stabilized Sand Slope .Journal Of Geotechnical And Geoenvironmental Engineering 2005(6): 705-715
R Van Tol .Modelling The Bearing Capacity Of Displacement Piles In Sand .Proceedings Of The Institution Of Civil Engineers Geotechnical Engineering. 2006, 3: 159-206
Experimental study on standard of nondestructive detection for soil-cement cut-off wall [J], Journal of Hydraulic Engineering, 2004,7:32-39.

A Study on Delays in Construction Projects Ansal Manzur1, a *, Ganesan N 2,b, Vinay Mathews3,c 1Post Graduate student, Amal Jyothi College of engineering, Kanjirapally, Kerala,India 2Senior Project Manager, CIAL Apron project,GHV Pvt Ltd, CIAL,Cochin, Kerala,India 3Assistant Professor, Amal Jyothi College of engineering, Kanjirapally, Kerala,India aansalmanzur@ce.ajce.in, bghvcial2014@gmail.com, cvinaymathews@amaljyothi.ac.in Keywords: Schedule; construction; delays; over run; disputes; forecasting Abstract.
References [1] Mathieu Wauters, Study of stability of earned value management forecasting, Journal of construction engineering and management, American Society of Civil Engineers 2015,141(4): 04014086
[3] Byung cheol kim, Probabilistic Evaluation of Cost Performance Stability in Earned Value Management, Journal of Management in Engineering, ASCE 2015, 04015025
[4] Byung - Cheol Kim, Combination of Project Cost Forecasts in Earned Value Management, Journal of Construction Engineering and Management, ASCE November 2011, 137(11): 958-966
[7] Seyed Taha, Project Completion Time and Cost Prediction Using Change Point Analysis,Journal of Management in Engineering, ASCE, ISSN0742-597X/04014086(11)

Evaluation on the thermal stresses of a concrete slab under solar radiation Jianping Wang1,a, Bo Chen2,b, Jin Zheng3,c and Pengyun Li4,d 1College of Civil Engineering, Guizhou Minzu University, Guiyang, China 2Key Laboratory of Roadway Bridge and Structural Engineering, Wuhan University of Technology, Wuhan, China 3Central-South Architectural Design Institute Co., Ltd., Wuhan, China 4Electric Power Research Institute, Guangdong Power Grid Corporation, Guangzhou,China ajpwang62@163.com, bcbsteven@163.com, czhengjin_jeff@163.com, dnewpy@126.com Keywords: Concrete slab, thermal stress, temperature distribution, heat transfer analysis.
Thermal actions for concrete bridge design [J], Journal of Structural Engineering ASCE, 1993, 119 (8): 2313-2331
Temperature variation in concrete bridges[J], Journal of Structural Engineering ASCE, 1983, 109 (10): 2355-2374
Temperature stresses in composite box girder bridges[J], Journal of Bridge Engineering ASCE, 1983, 109 (6): 1460-1478
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Structural Response under Blast Loads - Simplified Numerical Analysis Hong Hao1, a*, Jun Li2, b 1School of Civil and Mechanical Engineering, Curtin University, WA, Australia 6845 2 School of Civil, Environmental and Mining Engineering, the University of Adelaide, SA, Australia 5005 a hong.hao@curtin.edu.au, b j.li@adelaide.edu.au Keywords: blast loads, structural response, structural damage, numerical analysis Abstract.
Rose, Response to Blast Loading of Concrete Wall Panels with Openings, Journal of Structural Engineering, 125 (1999) 1448-1450
Danesi, Analysis of building collapse under blast loads, Engineering Structures, 26 (2004) 63-71
Hao, Numerical study of concrete spall damage to blast loads, International Journal of Impact Engineering, 68 (2014) 41-55
Holmquist, Modified SDOF Analysis of RC Box‐Type Structures, Journal of Structural Engineering, 112 (1986) 726-744

The Green’S Function Solution Of Right-Angle Plane Including A Semi-Cylindrical Canyon Chunxiang ZHAO 1,2,a , Hui QI 1,b 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2 Heilongjiang Institute of Science and Technology, Harbin 150027, China a zhaocx2005@sohu.com, bqihui205@sina.com Key words: right-angle plane; semi-cylindrical canyon; Green’s function; out-of-plane line source load; horizontal surface displacement Abstract.
Zhou: Earthquake Resistant Engineering.1(1999), pp. 3-9 [5] Z.X.
Shi: Journal of Harbin Engineering University. 2(2001), pp. 81-84 [7] Z.G.
Liu: Journal of Harbin Engineering University. 4(2002), pp.102-105 [8] W.P.
Shi: Engineering Mechanics.5 (2009), pp.245-250