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Analysis of a Heat Flux over a Region with a Crack Near a Rigid Inclusion XianFeng Wang1, a, Feng Xing1, b, and Norio Hasebe2 1College of Civil Engineering, Shenzhen University, Shenzhen, PR China 2Department of Civil Engineering, Nagoya Institute of Technology, Japan axfw@szu.edu.cn, bxingf@szu.edu.cn Keywords: Inclusion; Crack; Dislocation; Heat Source Couple; Heat Flux Abstract.

Analysis of real fire as a basis for future simulation Martina Reháková1*, Imrich Mikolai2 1Department of Building Structures, Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovakia, 2Department of Building Structures, Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovakia, 1Email: martina.rehakova@stuba.sk , 2Email: imrich.mikolai@stuba.sk Keywords: fire, protected escape route, staircase, smoke ABSTRACT.

Optimization of Fly Ash Properties for the Use in Cement and Concrete ZOBAL Ondřej1,a, PADEVĚT Pavel1,b and ŠMILAUER Vít1,c 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Mechanics, Thákurova 7, 166 29 Praha 6, Czech Republic aondrej.zobal@fsv.cvut.cz, bpavel.padevet@fsv.cvut.cz, csmilauer@cml.fsv.cvut.cz Keywords: Fly ash, optimization, compressive strength.
Acknowledgement This work has been supported by the Faculty of Civil Engineering, Czech Technical University in Prague (SGS project No.

Numerical simulation of cantilever erection method of lattice shell structures Shuai Xu1, a, Yue Yin1.2b and ZhiHua Chen1.2c 1Department of Civil Engineering, Tianjin University, Tianjin, 300072, China; 2Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin 300072, China; axushuai113@163.com, byinyue@tju.edu.cn, czhchen@tju.edu.cn Keywords: double-layer spherical lattice shell, small-unit cantilever erection method, numerical simulation Abstract: This paper presented the construction technique of a double-layer spherical lattice shell with a diameter of 66m, while the small-unit cantilever erection method is adopted.
Dong: Journal of Zhejiang University (Engineering Science).

Ouchenane c aDepartment of Civil Engineering, University of Jijel, Jijel, Algeria b,cLaboratory of materials and durability of construction, Department of Civil Engineering University of Mentouri, Constantine, Algeria aouchenane_m@yahoo.fr, brachid_lassoued@yahoo.fr, couchenane_karima_safia@yahoo.fr Keywords: beam, dynamic amplification factor, dynamic behavior, moving force and mass.

Sohrabi b Civil Engineering Department, University of Sistan and Baluchestan, Zahedan, Iran aarash.naderi65@gmail.com, bsohrabi@hamoon.usb.ac.ir Key words: OBS, Effective length factor, Steel frame, Buckling analysis Abstract.
Mosalman yazdi: Determine of Buckling Load of OBS, First national congress of civil engineering, 2004 [4] H.A.

The Thermographic Measuring of the Surface Temperature of The Peripheral Wall after Removing a Technical Device for Elimination of Reflected Radiation SOLAŘ Jaroslav 1,a * and ČMIEL Filip 1,b 1VŠB-TU Ostrava, Faculty of Civil Engineering, L.
This means, the differences between the temperatures are acceptable for the thermographic diagnostics in the civil engineering.

Experimental Research of Cable in Plate Method Ping Pang Xinsheng Yin Jilin Architectural and Civil Engineering University, Changchun, China 741151154@qq.com Keywords: cable in plate method;experimental research; cable; reinforcement arrangement; unbonded; cable in plate method Abstract: According to the research, a new arrangement method of prestressed concrete slab is provided.
The large model were situated in experimental workshop of Jilin Architectural and Civil Engineering Institute.

Drying Shrinkage of Concrete: Experiments and Numerical Models VINKLER Marek1, a *and VÍTEK Jan L.2,b 1Faculty of Civil Engineering, CTU in Prague, Czech Republic 2Faculty of Civil Engineering, CTU in Prague and Metrostav, a.s., Czech Republic amarek.vinkler.1@fsv.cvut.cz, bjan.vitek@metrostav.cz Keywords: Drying Of Concrete, Shrinkage Of Concrete, Strain Gauges, Shrinkage Models Abstract.

Evaluation of Compressive and Shear Strength Characteristics in High Volume Fly Ash Concrete Sung Won Yoo1,a, Sang Hwa Jung2,b, Seung-Jun Kwon3,c 1Woosuk University, Dept. of Civil Eng.
Choongbuk 365-803, South Korea 2Korea Conformity Laboratories, Seoul 137-707, South Korea 3Hannam University, Dept. of Civil Eng.
In this paper engineering properties such as compressive and shear strength are evaluated and their characteristics are investigated.
FA (Fly Ash) is byproduct in thermal power plant and various engineering advantages have been reported like long-term strength gaining, resistance to chloride attack, low hydration heat, and improved workability [7-9].
The engineering properties and its considerations for Domestic Structural Code are dealt with in this paper.