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Owing to its simple structure, engineering economy and rapid construction speed, earth and rockfill dam has been used widely all over the world.
China civil engineering journal, 35 (6), 93-99
Journal of Hydraulic Engineering, 37 (12), 1489-1495
Chinese jounal of geotechnical engineering, 21 (2), 217-221
Journal of Geotechnical Engineering, ASCE, 1986, 112 (GT8): 804 - 820

Engineering Mechanics, Vol.19 (2002)，p.33~38
Geotechnical and Geological Engineering, Vol.l7(1999), p: l45～l54
Geotechnical Engineering World, Vol.11 (2008), p. 56~59
Soil Engineering and Foundation, Vol.23 (2009), p: 80~81
Geotechnical Engineering World, Vol.8 (2005), p. 78~80

Civil Engineering Dimension, Vol. 9, No. 1(2007), P. 9-14
Chinese Journal of Geotechnical Engineering.
Chinese Journal of Rock Mechanics and Engineering.
Rock mechanics and engineering journal.
Chinese Journal of Rock Mechanics and Engineering.

(10) Further, the system’s eigenvalue and eigenvector can be obtained via FEM, which is a effective tool to solve the engineering problems.
[2] Wang Yixuan, Wang Ying, “Research on Dynamic Characteristics of Stator Core of Large Turbo-Generator,” Power and Energy Engineering Conference (APPEEC), 2010 Asia-Pacific, 2010, pp. 1-4
[6] Yao Yongqi, Xu Fudi, Hu Jianbo, “Dynamic Characteristics Analysis for the Frame and Core of 600MW Turbine Generators,” 2005 Shanghai International Industry Fair and Third Shanghai "Engineering and Vibration" Technology Forum Proceedings, Shanghai Society of Civil Engineering, 2005(in Chinese)
[14] Qing Guanghui, Qiu Jiajun, Hu Yuda, “Vibration Characteristics of Double-Shell Coupling Structures and Large Generator Systems,” Engineering Mechanics, Vol.21, No.2, 2004, pp.101-106(in Chinese)
[15] Yao Dakun, Huang Wenhu, Zou Jingxiang, “Identification of Oil Film Stiffness Parameters of Sliding Bearings,” Power Engineering, Vol.25, No.4, 2005, pp.483-486(in Chinese).

Influence of Concrete Age on Compressive Behavior of FRP-Confined Concrete Jian Chin Lim1, a * 1School of Civil, Environmental and Mining Engineering, University of Adelaide, Adelaide, Australia ajlim@civeng.adelaide.edu.au Keywords: Concrete; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Compression; Age; Stress-strain relations.
Wang, Unified strength model for square and circular concrete columns confined by external jacket, Journal of Structural Engineering, Vol. 135 (2009), p. 253-261
Oehlers, Manufacture and testing of a novel FRP tube confinement system., Engineering Structures, Vol. 30 (2008), p 2448-2459
Idris, Seismic Behavior of FRP-High-Strength Concrete–Steel Double-Skin Tubular Columns, Journal of Structural Engineering, Vol. 140 (2014), p. 04014019
Ozbakkaloglu, Lateral strain-to-axial strain relationship of confined concrete, Journal of Structural Engineering, (2014), Doi: 10.1061/(ASCE)ST.1943-541X.0001094

Anti-Seismic Capacity Analysis and Structural Appraisal ＆ Reinforcement of a Multi-story Masonry Building with Load-bearing of Longitudinal Wall Deyun Ma1,2,a, Yongzhi Zuo2,b, Haiwen Teng1,c, and Da Huo1,d 1The College of Architecture & Civil Engineering, Beijing University of Technology, Beijing, China, 100124 2Beijing Building Construction Research Institute, Beijing, China, 100039 amadeyun13@hotmail.com, bzuoyongzhi@tsinghua.org.cn, ctenghaiwen@hotmail.com, dhuoda@bjut.edu.cn Keywords: Load-Bearing 0f Longitudinal Wall; Structure System; Anti-Seismic Behavior; Reinforcing Design.
So in the appraisal and consolidation process, long-term economic costs of the practical engineering must be taken into account, and determine the reasonable following service life.
Case of Project Engineering situation.
Appraisal conclusions could not be determined blindly, and reinforcement should be carried out according to engineering practice.
Earthquake Resistant Engineering and Retrofitting, 2010.02,32(1):117-121

The Research on Computer Aided Design Combined with Product Design Wei Tian Department of Mechanical and Electric Engineering Weifang University Weifang, China tianwei666_2000@163.com Keywords: Product design; Computer aided design; Virtual reality technology Abstract.
AutoCAD can be used into a wide range of areas, such as engineering drawing’s constructional design, decorative design, artistic design, product design, water-power engineering, civil engineering and so on. 5.2 Rhinoceros Rhinoceros(Rhino)is the American Robert McNeel & Assoc company which developed powerful professional 3D shape modeling software based on NURBS(Non-Uniform Ra-tional B-Splines，it refers to the non-uniform rational B-Spline curves).It combines wonderfully the exactness of traditional CAD and the flexibility of modeling technology which is based on free curve.
But we use the virtual reality technology and holographic technology in the new model, and based on the results of the product of computer aided design (CAD) model and data and computer aided engineering simulation and analysis to product a kind of immersion feeling and sense of reality, and may carry on visual interactive virtual product prototype.
Based of Kansei engineering computer-aided intention assessent system [MS Thesis], Nanjing, Nanjing University of Aeronautics and Astronautics, 2009
Engineering Application of Artificial Intelligence, 2001, 9, (1) : 17-31

Recent Advances in Simulating Failure Evolution with the Material Point Method Zhen Chen1,2, a * and Xiong Zhang 3,b 1State Key Laboratory of Structure Analysis for Industrial Equipment, Department of Engineering Mechanics, Faculty of Vehicle Engineering and Mechanics, Dalian University of Technology Dalian 116024, China 2Department of Civil and Environmental Engineering, University of Missouri Columbia, MO 65211, USA 3Department of Engineering Mechanics, Tsinghua University, Beijing 100084, China achenzh@missouri.edu , bxzhang@tsinghua.edu.cn * corresponding author Keywords: Material Point Method, Failure Evolution, Discontinuous Bifurcation Analysis.
[2] Chen, Z., “Continuous and Discontinuous Failure Modes,” Journal of Engineering Mechanics, Vol. 122, pp. 80-82, 1996
[4] Chen, Z., and Fang, H.E., “A Study on the Link between Coupled Plasticity/Damage and Decohesion for Multi-Scale Modeling,” Journal of Mechanical Engineering Science – Proceedings of the Institution of Mechanical Engineers Part C, Vol. 215, pp. 259-263, 2001
[5] Chen, Z., Hu, W., and Chen, E.P., “Simulation of Dynamic Failure Evolution in Brittle Solids without Using Nonlocal Terms in the Strain-Stress Space,” Computer Modeling in Engineering & Sciences, Vol. 1, pp. 101-106, 2000

Moinul Haque Department of Civil & Environmental Engineering.
The CDMP survey classifies the Dhaka city construction type broadly into two categories: Engineered construction and Non-engineered construction and then to other subcategories which is presented in Table 1.
Table 1 The percentage of each construction type in Dhaka city   Bearing System Construction type classification Number Percentage (%) Percentage (%) Engineered Construction Frame RC, insignificant volume of infill 183 2.1 66.1 RC, significant volume of infill 5260 60.2 RC, slab-column construction 294 3.4 Structural steel, metal cladding 3 0.0 Frame+ Structural Wall RC, lift core & structural wall 36 0.4 Non Engineered Frame RC, lightly reinforced non engineered 937 10.7 33.9 Bearing Wall Clay Brick wall, concrete slab 1835 21.0 Clay Brick wall, steel roof truss 8 0.1 Other Steel roof truss with steel column 16 0.2 Steel roof truss with concrete column 6 0.1 Tin shed 139 1.6 Bamboo structure 23 0.3 Building Use. he buildings usage is divided into three categories in the surveys: residential, mostly residential and mostly commercial.
These results are based on rebar test data gathered from Bureau of Research Testing & Consultancy (BRTC) of Bangladesh University of Engineering & Technology(BUET) over 4 years period from 2006 to 2010.
:The impact of epistemic uncertainty on an earthquake loss model,” Earthquake Engineering and Structural Dynamics, Vol. 34 (2005) No.14, p.1653.

., Special Issue on Resilience-Based Analysis and Design of Structures and Infrastructure Systems, Journal of Structural Engineering. (2016) C2016001
F., A bridge network maintenance framework for Pareto optimization of stakeholders/users costs, Reliability Engineering & System Safety. 95 (2010) 1230-1243
D. & Silveira, P., Multivariate statistical analysis for early damage detection, Engineering Structures. 56 (2013) 273-285
M., Structural parameter estimation incorporating modal data and boundary conditions, Journal of Structural Engineering. 125 (1999) 1048-1055
[11] Sanayei, M., Wadia-Fascetti, S., Arya, B. & Santini, E., Significance of Modeling Error in Structural Parameter Estimation, Special issue of the International Journal of Computer-Aided Civil and Infrastructure Engineering devoted to Health Monitoring of Structures. 16 (2001) 12-27