Search results

The engineering strain ε in the even area presented in Fig.1 was acquired via DIC technology and the engineering stress σ was acquired from the piezoelectric force transducers.
Ge, et al., Experimental investigation on constitutive behavior of PVB under impact loading, International Journal of impact Engineering 2011, 38(2): 106-114
Ramasamudra, Properties of PVB interlayer used in laminated glass, Journal of Materials in Civil Engineering. 1992, 4(1): 71-76
Solomos, FolcoCasadei, et al., Experimental and numerical investigations of laminated glass subjected to blast loading, International Journal of Impact Engineering 2012, 39: 42-50
Li, et al., Systematic experimental study on mechanical behavior of PVB (polyvinyl butyral) material under various loading conditions, Polymer Engineering and Science. 2012, 52(5): 1137-1147

Study on Frost Resistance of Concrete Used in Pavement of Northeast China Song GAO 1, a, Li DAI 2,b 1 School of Resources and Civil Engineering, University of Science and Technology of Liaoning, Anshan, Liaoning, China 2 Engineering and Technology Co.
Introduction Due to the advantages of concrete pavement which provides with high strength, good skid resistance and good economic returns, concrete pavement is widely used in highway engineering [1].
In accordance with the demands of the Test Methods of Cement and Concrete for Highway Engineering (JTG E30-2005), quick freezing method is adopted [3].
[4] Research Institute of Highway Ministry of Transport: Test Methods of Cement and Concrete for Highway Engineering (JTG E30-2005) (China Communication Press, China 2005)

A General Time Domain Solution for the Waterhammer of Liquid-Filled Piping System Ke Yang School of Architectural and Civil Engineering, Wenzhou University, Wenzhou, China 325035 yke_wbd@163.com Keywords: Liquid-filled Pipe System; Waterhammer; Time Domain; Analytical solution.
Considering that one of the aims of the paper is to obtain a solution that can be used in the complex engineering structures, these kinds of relations are necessary.
From the point of view of the engineering application, the proposed formula, with two kinds of algebraic equations containing only finite terms, is suitable for calculation, since simply by substituting the definite conditions into the formula, one can obtain the time domain solution of the concerned problems.
[4] Q.S.Li, Ke Yang, Lixiang Zhang, An analytical solution for fluid-structure interaction of liquid-filled pipe subjected to impact induced waterhammer, ASCE, Journal of Engineering Mechanics, Dec.2003, pp. 1408~1417
[5] Peter Shi, Simulation of impact involving an elastic rod, Computer Method Applied Mechanics and Engineering, 151(1998), pp. 497-499

Load Carrying Capacity Analysis of Multi-spiral Confined Concrete Column Jing Wu1, a, Fazhou Wang1, b, Wen Yang2,c and Qingjun Ding1,d 1 Key Laboratory for Silicate Materials Science and Engineering of Education Ministry, Wuhan University of Technology; Wuhan 430070, China 2 China Construction Ready Mixed Concrete CO.
China civil engineering journal, 2004, 37(10):1-12 [6] Yong YK, Nour MG, Nawy EG.
Journal of Structural Engineering, 1988,114(8): 1804-1826 [10] Mander, J.
Journal of Structural Engineering, 1988,114(8): 1827-1849 [11] Saatcioglu M, Razvi S.
ASCE Journal of Structural Engineering, 1992, 118(6): 1590-607.

, sterilizing and disinfecting freezing medium material replacing Freon environmental alternative material non phosphorus industrial and civil chemical material structural material with great environmental capacity replaced by bamboo and wood, etc.
Biomimetic material has natural coordination with the environment and human body from preparation to application of material on the basis of biological compatibility and biomimetic materials that have been researched and developed mainly include biological ceramic and its composite material, tissue engineering material and biomimetic intelligence material, etc.
Tissue engineering material is a sort of biomimetic materials that are used to replace the tissue organ of some sorts of organisms or recover, maintain and improve their functions.
The common tissue engineering materials include tissue leading material, tissue induction material, tissue isolation material, tissue repair material and tissue alternating material, etc.
So far, there have been a lot of reports about application of LCA in material science and engineering and about the entire life process of LCA method in assessing a certain material product or its technical process.

Study on Construction Risk Assessment Method of Deep Buried Tunnels Xing Kuang 1, a Diqing Yi2, b Chengliang Wang2, c 1 Northern Beijing Vocational Education Institute, Beijing 100140, China 2 School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044 axkuang@ bjtu.edu.cn,b05115207@bjtu.edu.cn, c28026533@qq.cn Keywords: deep buried tunnel; risk assessment; risk control; Xuefeng Mountain Abstract.
Introduction High speed railway tunnel have many uncertainty hazard factors in construction, it remains a large number of safety risk during tunnel construction process, make the probability of all kinds of tunnel risk of accident more than other engineering project.By conducting the construction safety risk management in the construction process of high speed railway tunnel, it will also help construction units to improve the consciousness of risk management and risk management capabilities[1].For this reason, the paper take Xuefeng Mountain tunnel no. 1 construction process safety risk as the research object, according to the risk identification, risk estimate, risk evaluation.
The railway engineering cost management, 2007, 22(6):8—11．
Research progress on tunnel and underground engineering risk assessment method [J].
Journal of engineering geology.2007, 4(4)：464—468.

Journal of Boston Society of Civil Engineers,1937,(24): 197-246
Graphic method for the stability of loess slopes[J].Chinese Journal of Geotechnical Engineering,1998,20(4):40-43
Section of old loess (Q1) determination of engineering properties and nonlinear parameters of Jiuzhoutai Section[J].1994,(5):22-25
Journal of Water Resources and Water Engineering,1998,9(2):15-19
[11]Liu zudian.Loess Mechanics and Engineering[M].Xi’an: Shanxi science and technology Press,1997 [12]Gao Jianyong,Chen Yanxia,Dang Jinqian.

Specific Features of Calculating Underground Structures Erected with Use of Freezing Method Igor Sakharov1,a*, Vladimir Paramonov 2,b 1Saint Petersburg State University of Architecture and Civil Engineering, Vtoraja Krasnoarmejskaja ul. 4, St.
Numerical forecast of freezing, heave and thawing of soils under footings in three-dimensional mode (2002) Permafrost engineering.
Proceeding of the fifth International symposium on permafrost engineering, Permafrost Institute Press, Vol.1, pp. 198–202
Termomekhanicheskiye modeli mer zlykh gruntov i kriogennykh protsessov [Thermomechanical models of frozen soils and cryogenic processes] (1982) Rheology of soils and engineering permafrost studies, М.: Nauka, pp. 200–211.
Geotechnical Engineering for Disaster Prevention and Reduction, pp. 122–127.

The seismic response analysis of the jacket under multiple support excitation Sun Jianmei1,2 Cui Hao1 (1 Shanghai University of Electric Power, Shanghai, China 200090 2 Department of Civil Engineering, Southeast University, Key lab of RC & PC Structure, Ministry of Education, Nanjing, China 210096) Keywords: the jacket structure; time history analysis method; multiple support excitation, long span Abstract: The effect of incoherency of seismic waves and wave travel on the displacement and force response of jacket structure are investigated from the maximum force, reaction force, the displacement, ηc,ηt,ηm and so on.
Reference [1]SUN Jingjiang, JIANG Jinren. world Earthquake Engineering,1990(1)：42-48
M., and Rosenblueth, E., Fundamentals of Earthquake Engineering, Prentice-Hall, Englewood Cliffs, NJ, 1971
[3]QU Naisi, responses of submerged space structures to stochastic earthquakes, earthquake engineering and engineering vibration,1986,6(1)

Finite Element Analysis of Reinforced Masonry House in Towns and Villages in the Earthquake JING HE1 1School of Civil Engineering, Hebei University of Technology, Tianjin,China Email:renrendouaixchr@163.com Keywords: masonry structure housing, the reinforcement method, finite element stimulate, the seismic performance analysis Abstract: Based on the finite element theory, adopting the concrete material model which suffers a single vertical earthquake load.
Journal of Structural Engineering, ASCE, 2000, 126(9):1008-1016 [6] H.
Journal of Structural Engineering, 1994, 120(1):63-80 [7] G.
Lourenco,A.Tralli.Homogenization Approach for the Limit Analysis of Out-of-Plane Loaded Masonry Walls.Joural of Structural Engineering, 2006,132(10):1650-1663 [8] Kyunghoon Chon.
Journal of Structural Engineering, 1992, 118(9):2495-2513