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Introduction Numerical modelling of engineering materials behaviour during processing, manufacturing or exploitation stages is widely used in practical research.
However, recently observed, fast development of modern engineering materials (e.g. advanced high strength steel grades) is the main challenge imposing significant changes to the commonly used numerical approach.
Cybułka, Digital Material Representation as an efficient tool for strain inhomogeneities analysis at the micro scale level, Archives of Civil and Mechanical Engineering, Archives of Civil and Mechanical Engineering, 11 (2011) 661-679

The basic data of the project includes the related dam engineering data, the research data of the measuring point is the information of measuring point when it is established, and the research data of the instruments is the related information of the instruments when they are laid out.
Fig. 3 The general framework of management system of dam safety monitoring information The design and implementation of the systemic data layer based on the data warehouse Combined with the dam safety monitoring work, the design of the dam safety monitoring data warehouse includes the following steps: (1) Determine the subject domain and its content, which requires the constant communication with the testing personnel, analysts and dam engineering experts, as well as the various requirements for the management system of dam safety monitoring information.
Find out the useful information implied in the data from the enormous data and then apply it in the evaluation of the dam, which could predict the abnormal changes at various measurement points and engineering parts more accurately and then take timely measures to ensure the safety and normal operation of the dam.
Dam Observation and Civil test, 1996 (1), 3-7 [2] Xue Hua Cheng.
Dam Observation and civil engineering testing, 2001 (5), 31-33 [6] Li Yanjun, Guo Xiulan.

Simplified Calculation Model of Analyzing Concrete-filled Gypsum Wall Panels Qing-zhen Ma1,a Xin-liang Jiang2,b Bao-kui Zhang3,c 1School of Commerce, Tianjin University of Commerce, Tianjin, 300134, China 2School of Civil Engineering, Tianjin University, Tianjin, 300072, China 3College of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China amqz0122@126.com, bjiangxinliang@126.com(corresponding author), czbk0101@126.com Keywords: Composite material；Gypsum Wall Panels；Nonlinear analysis；Calculating model Abstract.
Adelaide (Australia): Dare Sutton Clarke Engineers, 2002
[6] Wu Yu-Fei, The effect of longitudinal reinforcement on the cyclic shear behavior of glass fiber reinforced gypsum wall panels: tests, Engineering Structures. 26(2004)1633-1646

The use of FRP to reinforce civil infrastructures has become very popular due to its well-known advantages over other repair and strengthening methods including good corrosion resistance, high strength to weight ratio and ease of site handling due to its lightweight.
Proceedings, Structural Engineering Conference, The University of Kansas, Lawrence, KS, 2000. 5
The Journal of Strain Analysis for Engineering Design, 14, 49-57
Canadian Journal of Civil Engineering, 27, 899-906
Journal of Structural Engineering, 121, 1409.

Numerical and theoretical study of concrete spall damage under blast loads Jun Li1, a, Hong Hao2,b 1School of Civil and Resource Engineering, the University of Western Australia 35 Stirling Highway, Crawley, WA6009, Australia 2School of Civil and Resource Engineering, the University of Western Australia 35 Stirling Highway, Crawley, WA6009, Australia Tianjin University and the University of Western Australia Joint Research Centre of Protective Structures a20675901@student.uwa.edu.au, bhong.hao@uwa.edu.au Keywords: Spall damage, numerical model, theoretical method Abstract.
International Journal of Impact Engineering. 2008;35:1186-200
International Journal of Impact Engineering. 2009;36:1315-26

Study on the Resistance of Marine Silica-fume Concrete between Both Frost-thaw Cycles and Chloride Penetration (Part I) Wenwu Yang1,2, a , Jueshi Qian 2,b 1College of Civil Engineering and Architecture, Dalian Nationalities University, Dalian, Liaoning, 116600, China 2College of Materials Science and Engineering, Chongqing University, Chongqing , 400045, China a wuwenyang_2002@163.com, b qianjueshi@163.com Keywords: marine concrete; frost-resistance; chloride penetration; evaluation Abstract: A study was made into the resistance in frost-thaw cycles and chloride penetration of silica-fume concrete by simulating the characteristics of the marine environment and using the R-value evaluation method.
The chloride diffusion coefficient DNEL follows the NEL method in CCES01-2005, a standard of China Civil Engineering Society.
Thesis, edtied by College of Materials Science and Engineering of Chongqing University, Chongqing, China (2009).

Shi2, d 1School of Civil, Environmental and Chemical Engineering, RMIT University, GPO Box 2476, Melbourne 3001, Australia 2College of Architecture and Environment, Sichuan University, Chengdu, 610065, P.R.China ayiyi.zhou@rmit.edu.au, bjie.li@rmit.edu.au, cgang.ren@rmit.edu.au, dxiaoshuang.shi@monash.edu Key words: Tree root absorption, transpiration, evaporation, root zone, sink term, flow equation, suction, soil movement.
Attempts to develop reasonable numerical models to evaluate tree root absorption and the foundation settlement have long been the subject of considerable research by academics and practicing engineers.
Geotechnical and Geological Engineering 19:357-370 (2001)
Geotechnical Engineering, 159(GE2). 77-90. (2006)
Uni. of Wollongong, School of Civil, Mining and Enviro.

Digital Imagine Correlation (DIC) Method for Detecting Crack Development in Construction Materials Subject to loading Wen-Pei Sung 1, a, Ming-Hsiang Shih 2,b and Yu-Kuang Zhao1,c 1 Integrated Research Center for Green Living Technologies, National Chin-Yi University of Technology, Taichung 411, Taiwan 2 Department of Civil Engineering, National Chi Nan University, Nan-Tou 545, Taiwan a wps@ncut.edu.tw, biloveaachen@gmail.com, czhao@ncut.edu.tw Keywords: Imagine process, Non-Homogeneous material, displacement field, Strain distribution Abstract.
Introduction Strain analysis is an important topic and technology in civil and mechanical engineering especially for studying non-homogeneous materials and the phenomenon of stress concentration.
References [1] The Investigation of 921 Chi-Chi Earthquake Damages, Reported by National Center for Research on Earthquake Engineering, Taiwan (1999)
Sung: Sadhana Academy Proceedings in Engineering Sciences, 33, 767-779 (2008).

Behavior of double-wall precast concrete shear wall under low-cyclic reversed loading test Xiao Quandong1,a, Guo Zhengxing1,b* and Zhang Zhongyuan2,c 1School of Civil Engineering, Southeast University, Nanjing 210096, China 2Jiangsu Yuanda Architecture Science & Technology Co., Ltd, Suqian 223800, China axrocket@qq.com, bguozx195608@126.com, czhongyuan.zhang@ydjz-group.com Keywords: Double-wall precast concrete shear wall; low-cyclic reversed loading test; seismic resistance performance.
Based on the previous studies [5,6,7], comparative test studies have been carried out to study the seismic behavior of DWPC shear wall structural system in this paper, provided the reliable scientific basis for the local standards and provided instruction for the practical engineer application.
In earthquake engineering, the coefficient of equivalent viscous damping he is often selected to evaluate the energy dissipation capacity of structures and elements. he is calculated according to Eq. (2).
China Civil Engineering Journal, 45(1), pp. 69-76 [4] Lian, X., Ye, X., Wang, D., et al. (2009) Experimental analysis of seismic behavior of superimposed slab shear walls [J].

Research on the mechanical properties of fire-damaged reinforced concrete columns strengthened with CFRP Dongliang Qiu1,a, Kai Yu1,b ,Guofeng Wang1,c,Junhua Li1,d 1College of Civil Engineering and Environment, Ningbo University, Ningbo 315211, China aqiudongliang22@163.com; bzjajyukai@yahoo.com.cn; cnbdxjggc@126.com; dlijunhua@nbu.edu.cn; Key words: CFRP, reinforced concrete, fire Abstract.
Journal of Sichuang University (Engineering Science Edition), Vol.42-2(2010), p. 52-57.
Journal of Fire Protection Engineering, Vol.17-1(2007), p. 5-26
China Civil Engineering Journal, Vol.43-3(2010), p. 15-23.