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Effect of the interfacial transition zone on the migration behavior of cations under the Accelerated Lithium Migration Technique Chih-Chien Liu 1, a, Wei-Chien Wang 2, b 1 Department of Civil Engineering, R.O.C.
Military Academy, Fengshan 83059, Taiwan, R.O.C. 2 Department of Civil Engineering, Chung Yuan Christian University, ChungLi 32023, Taiwan, R.O.C.
Dissertation, Department of Civil Engineering, National Central University, ChungLi, Taiwai 2003) (in Chinese)

Experiment on Mechanical Behavior of Reinforced Concrete Subjected to Impact Loading Haifeng LIU 1, a, Weiwu Yang 2,b, Jianguo NING 3,c 1Department of Civil and Hydraulic Engineering, Ningxia University, Yinchuan750021, China, 2Department of Civil and Hydraulic Engineering, Ningxia University, Yinchuan750021, China, 3State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing100081, China a liuhaifeng1557@163.com, b yangww@126.com, c jgning@bit.edu.cn Keywords: reinforced concrete; dynamic mechanical behavior; split Hopkinson pressure bar.
Introduction Reinforced concrete (RC) is widely used in civil and industry buildings.
Acknowledgements The project is supported by National Natural Science Foundation of China (No.11162015), Science Foundation of Ningxia (No.NZ1106) and Engineering Research Center for High Efficient Utilization of Modern Agricultural Water Resources in Arid area of Ministry of Education.

Settlement of cellulose insulation Jiří Labudek1,a,Jiří Teslík1,b, Martina Vodičková1,c, Petr Waldstein1,d 1VSB – Technical university of Ostrava, Faculty of Civil Engineering, LudvíkaPodéště 1875/17, 708 33 Ostrava – Poruba, Czech Republic ajiri.labudek@vsb.cz, bjiri.teslik@vsb.cz, cmartina.vodickova@vsb.cz, dpetr.waldstein@vsb.cz Keywords:Cellulose, settlement, bulkdensity, natural insulation Abstract.Construction has recently become greener and returns to the materials that used by our ancestors.
At faculty of Civil Engineering in VŠB – Technical University of Ostrava we have worked on methodology of test which will be clearly define conditions for filling, loading and evaluating.
This paper was created within the project “The creation and internationalization of top teams and enhancing their excellence in the Faculty of Civil Engineering VŠB – TUO” by members of the research group of the Department of Building Environments and Services.

Experimental Investigation on Axial Compressive Behavior of Masonry Column Strengthened by SGFRP Zhi Zhang1,a, Qian Gu2,b 1School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan, Hubei, China 430023 2School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, Hubei, China 430070 aandyzz121@163.com, bguqian@whut.edu.cn, Keywords: SGFRP; masonry column; reinforcement; axial compressive behavior Abstract. 3 masonry columns were strengthened by Sprayed Glass Fiber Reinforced Polymer (SGFRP), and a research of the seismic behavior of them tested by axial loading experiment was presented.
Journal of Architecture and Civil Engineering，2008，25(1): 65-69 (in Chinese) [4] GBJ129-90 Standard for test of basic mechanics properties of masonry[S] (in Chinese) [5] GB50003-2001 Code for design of masonry structures[S] (in Chinese) [6] GB50011-2001 Code for seismic of buildings[S] (in Chinese)

Influence of electrical power lines on acoustic properties of partition constructions Winkler Jiří1, a *, Kubečková Darja1,b, Zdražilová Naďa1,c and Oravec Pavel2,d 1 VŠB - Technical University of Ostrava, Faculty of Civil Engineering, Ludvíka Podéště 1875, 708 00 Ostrava, The Czech Republic 2 Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, The Czech Republic ajiri.winkler1@vsb.cz*, bdarja.kubeckova@vsb.cz, cnada.zdrazilova@vsb.cz, doravec.p@seznam.cz Keywords: wooden structure, partition wall, airborne sound insulation Abstract.
Introduction Experimental house where the constructions were analyzed is located in Ostrava - Poruba in area of the Faculty of Civil Engineering.

Preparative Techniques and Its Performance of Chemically Foamed Cement Paste MA Xinwei1, a, LI Xueying 2, b 1 Department of Civil Engineering, Harbin Institute of Technology at Weihai, Weihai, 264209, China 2 Department of Civil Engineering, Harbin Institute of Technology, Harbin, 150001, China axinwei.ma@163.com, blixueyinglihit@163.com Keywords: Chemically foaming, Foamed cement paste, Thermal insulation Abstract.
The hardened FCP has been widely used in lightweight building products, composite wall, wall and roof insulation works and other relevant fields of civil engineering [1, 2].

Structural Damage Identification in Vehicle-Bridge System Based on Measured Dynamic Response Tai-Ping Chang Department of Construction Engineering, National Kaohsiung First University of Science and Technology, Kaohsiung, 824, Taiwan tpchang@ccms.nkfust.edu.tw Keywords: Damage identification; Vehicle-bridge system; Laminated composite beam; Finite element.
Introduction Recently, the damage identification based on the global dynamic characteristics of structures has become a topic of very active research in civil and mechanical engineering.
Housner et al. [3] summarized on state-of-the-art methods in control and health monitoring of civil engineering structures.
For large civil structures such as long-span bridges, it is normally difficult to excite them by impulsive or sinusoidal loads, so the passing vehicles are more suitable as excitation sources.

Experimental Study on Performance of Short-Bonding Interface between CFRP and Concrete LIU S.W.1,a, ZHANG Jiawei1,b, ZHAO Jianchang1,c*, LIU Rundong1,d, LI Kai1,e 1School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, China a1034849076@qq.com, bzhangjiandong@mail.lzjtu.cn, czhaojchang@163.com, d695344581@qq.com, e1033673621@qq.com Keywords: Short- bonding, CFRP, Interface, Bond-slip relationship Abstract: Based on double shear test, to study the performance of FRP and concrete bonding interface as the FRP sheet bond length is relatively short (hereinafter referred to as short bond).
Applications and development of fiber-reinforced polymer in engineering structures.
China Civil Eng.
Cao, Experimental study on bond-slip behavior between FRP and concrete, China Civil Eng.
Wu, Experimental study of the strain rate effect of FRP sheet-concrete interface, China Civil Eng.

Finite Element Analysis of Stability Bearing Capacity in Moment Plane of Castellated Steel Components Zhenyu Liang1, a, Lin Geng2,b 1Architectural and Civil Engineering College, Shenyang University, Shenyang 110044, China 2 Civil Engineering College, Shenyang Jianzhu University, Shenyang 110015, China aLzy28_12@sina.com b 10950271@qq.com Keywords: finite element, castellated bending member, stability bearing capacity Abstract: Recently, polygon hole castellated steel beams have been studied and applied which had better social and economic benefits.
In this essay, ANSYS that is a kind of finite element software had been used to analyze castellated  bending members, and characteristics of stability bearing capacity in moment plane of regular hexagon hole castellated  steel components had been studied that can provide references to engineering design.
The castellated member have been widely applied and studied in engineering which is a type of economical component form.
Consequently, castellated members have great practical value in engineering application [1].

Prochazka Association of Czech Civil Engineers, Prague 6, Komornická 15, Czech Republic petr.proch@gmail.com Keywords: Extreme temperature, load due to explosion, fiber reinforced concrete, gas dynamics, surface cracks, finite volume method.
The gasdynamical behavior of the air is described in [3], for example, where application to shock wave impact on civil engineering structures is studied.
Engineering Fracture Mechanics 71 (2004) p. 601–618 [5] P.P.
To appear in Key Engineering Materials (2012) [7] G.W.
KSCE J. of Civil Engng 16(2) (2012), pp. 207-214