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Introduction Stress concentration is a common problem in civil engineering, refers to the object in the location of increasing stress gradient, or the general shape of the object in the rapidly changing places, such as gaps, holes, grooves[1].
The understanding and the modeling of the interfaces is actually one of the challenges of Civil Engineering.
In Civil Engineering, the value of ν is about 0.2~0.3, substituting ν=0.25 into Eqs. (20), (21): (22) (23) where.
Xiao: Engineering Mechanics Vol. 28 (2011), p, 164
Sun: Fatigue fracture properties of steel fiber reinforced concrete and engineering applications (Science Press, China 2003)

Creep of Cement Pastes with Content of Fly Ash One Year Old PADEVĚT Pavel1,a and BITTNAR Petr1,b 1Czech Technical University, Faculty of Civil Engineering, Department of Mechanics, Thákurova 7, 166 29 Prague 6, Czech Republic apavel.padevet@fsv.cvut.cz, bpetr.bittnar@fsv.cvut.cz Keywords: Fly ash, cement paste, compressive strength, shrinkage, creep, lever mechanism.
Aqel, Effect of Elevated Temperature on Mechanical Properties and Microstructure of Silica Flour Concrete, International Journal of Civil & Environmental Engineering IJCEE-IJENS 10 (2010) 1-5
Minarik (Eds.), Proceedings of the International Conference 70 years of FCE ST, Slovak University of Technology, Faculty of Civil Engineering, Bratislava, 2008, pp. 1-4
Horák (Eds.), Proceedings of 50th Annual international conference on Experimental Stress Analysis, Czech Technical University in Prague, Faculty of Mechanical Engineering, Tábor, 2012, pp. 293-300
Polák, Monitoring of mechanical properties evolution of the cast gypsum, Procedia Engineering 48 (2012) 562-567

Computer Program for Reinforced Concrete Bar Bending Schedulling to Increase Efficiency of Reinforcement WIDI Hartono1, a, SUGIYARTO1, b, SOFA Marwoto1, c, BUDI Laksito1 1Department of Civil Engineering, Sebelas Maret University (UNS-Solo), Jl.
Reinforced concrete construction contributes to 30% of the total budget or 80% of the total civil work.
The total project cost consists of the cost of civil works, architectural work, mechanical and electrical work.
The total portion on civil works proportion can reach 80% of the total budget of the civil works component.

Vertical motive performance test of the rigid hinge expansion joint of Jiashao Bridge Yi Zhao1,a, Tianbo Peng 1,b 1State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, No.1239, Siping Road, Shanghai, P.R.China, 200092.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (No. 51278372), the Fundamental Research Funds for the Central Universities and Kwang-Hua Fund for College of Civil Engineering, Tongji University.
Nottingham: University of Nottingham Department of Civil Engineering. (1990) [5] YANG Wan-li, ZHOU Ling-yuan: Experimental Study on Inner Abutment in Rigid-Hinge of Jiashao Cable-Stayed Bridge.

Impact of glass sheets rigidity on loads interaction in an insulating glass unit with properties of composite materials Zbigniew Respondek1,a, Marlena Rajczyk1,b 1Czestochowa University of Technology, Faculty of Civil Engineering, 3 Akademicka Street, 42-218 Czestochowa, Poland azrespondek@bud.pcz.czest.pl, bmrajczyk@bud.pcz.czest.pl Keywords: architectural glass, insulating glass unit, laminar constructions Abstract.
Rajczyk: New technologies of panes production - new possibilities of functionality improvement. in: Improving the efficiency of industrial and building processes in civil engineering, edited by M.
Rajczyk: Climate load of a construction with a tight gas layer, in: Efficienty and reliability in civil engineering, edited by M.

The "Efficiency electric power grid circles" an ideal micro-urban development approach TKAC Stefan1, a, VRANAYOVA Zuzana2,b 1Department of Architecture and Building Constructions, Faculty of Civil Engineering, Technical University of Košice, Vysokoškolská u. 4, 042 00 Kosice, Slovakia and College of Architecture and Urban Planning, Chung Hua University, No. 707, Sec.2, WuFu Rd., Hsinchu 30012 Taiwan R.O.C. 2Department of Building Technology, Faculty of Civil Engineering, Technical University of Kosice, Vysokoškolská u. 4, 042 00 Kosice, Slovakia astefan.tkac@tuke.sk, bzuzana.vranayova@tuke.sk Keywords: Energy, Renewable resources, Micro-Hydro, Water Turbines, Micro-Urban Abstract.
For the constant encouragement, support and advisement as well as to all the members of Technical University of Kosice, Faculty of Civil Engineering and partner university Chung Hua University, Taiwan R.O.C; Department of Architecture and Urban Planning.

Mechanics Behavior of Concrete-Filled Square Steel Tube Columns Xiaoyan Luo1, a, Weiping Liu2,b 1 School of Civil Engineering and Architecture, Jiangxi Science & Technology Normal University, Nanchang, 330013, China 2 School of Civil Engineering and Architecture, Nanchang University, Nanchang, 330031, China aluoxiaoyan2@126.com, bwpliu@126.com Corresponding author: Weiping Liu, email:wpliu@126.com Keywords: Concrete-filled square steel tube columns; Triple shear unified yield criterion; Mechanics behavior Abstract.
The ultimate pullout force is increased with increasing the parameter b. 1 References [1] Linhai Han, Zhong Tao:China Civil Engneering Journal.Vol.34(2001),p.17-25
Shosuke, et al: Journal of Structural Engineering, Vol.130(2004), p.180-188

High-Performance Concrete for Thin-Walled Members Petr Bílý1,a *, Josef Fládr1,b, Alena Kohoutková1,c, Iva Broukalová1,d and Vladimír Brejcha2,e 1Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7/2077, Prague, Czech Republic 2SMP CZ, a.s., Pobřežní 667/78, Prague, Czech Republic apetr.bily@fsv.cvut.cz, bjosef.fladr@fsv.cvut.cz, cakohout@fsv.cvut.cz, diva.broukalova@fsv.cvut.cz, ebrejcha@smp.cz Keywords: high-performance concrete, concrete technology, thin-walled structures Abstract.
Introduction Department of Concrete and Masonry Structures, Faculty of Civil Engineering, Czech Technical University in Prague and SMP CZ a.s. company cooperate for a long time in the area of development of new material, technological and construction solutions for concrete structures.
Experimental Members Concrete recipe and technological procedure developed in the laboratories of Faculty of Civil Engineering, Czech Technical University in Prague were verified in manufacturing plant of SMP CZ, a. s. company in Brandýs nad Labem in November and December 2013.

It’s a five-floor building for civil use, among which four floors is over ground, while one under ground namely basement.
Control of Cracking in Engineering Structure.
Engineering Structures, vol. 32(2010), p. 1993
Journal of hydraulic engineering.
Engineering Structures. vol. 33(2011), p. 3442

Review on Alkali-Activated Fly Ash Based Geopolymer Concrete KEFIYALEW Zerfu1, 2, 3, a* and JANUARTI Jaya Ekaputri1, 3, b 1Civil Engineering Department, Faculty of Civil Engineering and Planning, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia 2Ethiopian Association of Civil Engineers-EACE, Addis Ababa, Ethiopia 3Konsorsium Riset Geopolimer Indonesia (KORIGI), Laboratorium Beton dan Bahan Bangunan, Kampus ITS Sukolilo Surabaya, Indonesia, 60111 aKefiyalewz@gmail.com , bjanuarti_je@yahoo.com Keywords: geopolymer concrete, fly ash, alkaline-activators, benefits, review Abstract.
Introduction Construction materials being used in civil engineering faced many considerable difficulties to get suitable materials for engineers.
Benefits Geopolymer concrete has drawn attention of researchers and engineers not only because of its lower carbon print.
Flaga, “Advances in materials applied in civil engineering,” J.
Mohammed, “Review on fly ash-based geopolymer concrete without Portland Cement,” Journal of Engineering and Technology Research, vol. 3, no.