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Study on Nonlinear Finite Element Analysis Method of Multi-ribbed Composite Slab Structure Containing Steel Fibers Jisheng Qiu School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054 Keywords: Multi-ribbed composite slab structure system; Steel fiber; Nonlinear finite element analysis; Redistribution of internal forces Abstract.
Pseudo-Plate Method for the Design of High-strength Concrete Prestressed Waffle Slab ContainingSteel Fiber, China doctors forum(civil engineering), Changsha,2009: 386-391
ANSYS finite element analysis theory and applications in civil engineering.
Journal of material in civil engineering, 1999:21-29 [7] Hsu.

Adjustment of the Stress State of a Membrane Structure in Barrandov Petr Fajman1,a* and Jiří Máca1,b 1CTU in Prague – Faculty of Civil Engineering, Thakurova 7, Prague 6, 166 27, Czech Republic afajman@fsv.cvut.cz, bmaca@fsv.cvut.cz Keywords: cable, membrane, prestress, steel, structure, frame, temperature Abstract.
Used sources in Czech - Reports Measurement of Forces in Cables of the Roof Structure of “K Barrandovu“ Tram Stop in Prague, 2009,2012,2013 Fajman, Polák, Plachý, CTU in Prague - Faculty of Civil Engineering
Fajman : Analysis of Cable Structures by Dynamic Relaxation Method, in 14 Conference on Civil Structural and Environmental Engineering Computing, 2013 Cagliari, B.H.V.
Mojdis.: Theoretical and Experimental Analysis of Cable Domes, in 14 Conference on Civil Structural and Environmental Engineering Computing, 2013 Cagliari, B.H.V.

Formation of Technological Damage of Building Constructions by Regulation of Deformations KOROBKO Oksana1,a*, VYROVOY Valery2,b, ZAKORCHEMNY Yuri3,c and KUSHNIR Oleksiy4,d 1Odessa State Academy Civil Engineering and Architecture, Department of Architectural Constructions, Didrihsona st. 4, 65029 Odessa, Ukraine 2Odessa State Academy Civil Engineering and Architecture, Department of Production of Building Products and Constructions, Didrihsona st. 4, 65029 Odessa, Ukraine 3Odessa State Academy Civil Engineering and Architecture, Department of Architectural Constructions, Didrihsona st. 4, 65029 Odessa, Ukraine 4Odessa State Academy Civil Engineering and Architecture, Department of Architectural Constructions, Didrihsona st. 4, 65029 Odessa, Ukraine aokskorobko71@gmail.com, bvyrovoy@ukr.net, czakorchemny@gmail.com, damkushnir@gmail.com Keywords: Construction, structure, deformations, stresses, cracks, inner surfaces of partition, damage, modulus of elasticity, strength.

Construction technology and quality control measures of bored pile Ming-hua Hu1, a, Lian-sheng Gu2,b and Di-lian Tang3,c 1College of Civil and Environmental Engineering, East China Institue of Technology, Fuzhou,Jiangxi,344000,China 2 College of Civil and Environmental Engineering, East China Institue of Technology, Fuzhou,Jiangxi,344000,China 3 College of Civil and Environmental Engineering, East China Institue of Technology, Fuzhou,Jiangxi,344000,China amhhu@ecit.cn, bhxxsh@163.com, cdltang@ecit.cn Keywords: bored pile, construction technology, quality control.
Introduction With the expansion of national infrastructure investment, bored piles is widely used in highway bridges, civil construction, railways, airports, terminals and other application areas.Bored pile can apply to the groundwater cohesive soil, powder soil, sand, filling, crushed stone (gravel), weathered layer and soil which more complex geological conditions, interlining, erosional differentials, soft hard strata changes greatly[1].
(5)Check the final hole: When the drill reached the design elevation, the attention to check the geological strata, and to extract the rock residue compared with the design, if the pile hole dug to the design level, such as geological conditions and design match, made the final hole to check the supervising engineer; such as inconsistent change the views put forward by the design Institute.

Identification of thermal conductivity of powdery insulation materials Petra Jarošová1,a, Stanislav Šťastník1,b and Jiří Vala1,c 1Brno University of Technology, Faculty of Civil Engineering, 602 00 Brno, Veveří 95, Czech Republic ajarosova.p@fce.vutbr.cz, bstastnik.s@fce.vutbr.cz, cvala.j@fce.vutbr.cz Keywords: Thermal storage, insulation materials, laboratory testing, computational modelling, identification problems, energy saving buildings.
For the development of this system, supported by the Technological Agency of the Czech Republic (see Acknowledgement), the firm Alumistr Hrušovany, Ltd., is responsible; its principal research partners are the Brno University of Technology, Faculty of Civil Engineering (FCE BUT), in the Czech Republic, and the Technical University in Lulea in Sweden.
However, the plate method brings serious difficulties or cannot be performed at all in the case of some material classes applied in civil engineering, namely to the powdery materials, creating no insulation layer with a constant thickness.
However, both the experimental and computational techniques sketched in this paper could be applied to a larger class of problems of high-temperature behaviour of materials used in civil, mechanical, etc. engineering, as in refractory brickworks or advanced materials and technologies for passive houses.

Utilization of Mosul City Demolition Waste to Improve Some Soil Engineering Properties Omar K.
Some of the engineering properties for the soil and the mix are shown in the Table 2 and Fig. 5.
Chemical composition and engineering test of cement.
Darmawan, Laboratory evaluation of the use of cement-treated construction and demolition materials in pavement base and subbase applications, Journal of Materials in Civil Engineering, 27(6) 2014
Sümer, Utilization of marble dust, fly ash and waste sand (silt-quartz) in road sub-base filling materials, KSCE Journal of Civil Engineering, 16(7) 2012 1143-1151

Effect of the Extension of Basement Floor and the Importance of a Proper Design of Interaction Between the Foundation and the Subsoil Ivana Olekšáková1,a and Oľga Ivánková1,b* 1Slovak University of Technology, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak Republic aivana.oleksakova@stuba.sk, bolga.ivankova@stuba.sk Keywords: structural system, design, building Abstract.
Proper design of structural system is the most important task for a structural engineer.
Proper design of the interaction between the building and the subsoil is very difficult problem and therefore it is very important for experts to cooperate, mainly for structural engineer and geologist.
All variants were evaluated using the software Scia Engineer 2008.
Proceedings of the 6th International Scientific Conference on Architecture, Civil Engineering – Modernity.

Establishment of Evaluation Index System for the Low Carbon Decoration Engineering Construction Dong Wang a Zhongyong Liao b Faculty of Civil and Architectural Engineering, Kunming University of Science and Technology, Yunnan650500, China aemail:edit-me@163.com, bemail:41053160@qq.com Keywords: Low Carbon, Decoration Engineering, Construction, Evaluation Index System Abstract: The paper studies the low carbon decoration engineering construction and analysis the influential factors of it.
To realize the low carbon decoration engineering construction, the paper establishes the evaluation index system of the low carbon decoration engineering construction by the three level indexes.
The low carbon design is a key of "the low carbon decoration engineering construction ".
[4] [5] 2.2 The evaluation index system of the low carbon decoration engineering construction According to the traditional decoration engineering construction technology, as well as on low carbon decoration engineering construction influence factors analysis, to achieve the low carbon decoration engineering construction, The main evaluation content are low carbon construction management, material saving and material resource use, water saving and water resources utilization, energy saving and energy utilization, environmental protection management and carbon dioxide emissions in the process of construction, At the same time, the above six aspects are defined as first level index, influence factors of first level index are defined as second level index; influence factors of second level index are defined as third level index by some decoration engineering investigation and study.
The above evaluation indicators are identified for actual situationof decoration engineering.

Inelastic Spectrum Method Applied to Evaluate Seismic Safety of Bridge Structures Gaohang Cui1, 2, a, Xiaoli Zhu3, b and Xiaxin Tao2, c 1School of Civil Engineering, Northeast Forestry University, Harbin 150040, China 2School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 3Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China acghiem@163.com, bzhuxiaoli@iem.ac.cn, ctaoxiaxin@yahoo.com.cn Keywords: evaluate, bridge structures, reduction factor, inelastic spectrum Method Abstract.
World information on earthquake engineering.
Earthquake Engineering and Structural Dynamics.
World Information on Earthquake Engineering.
Earthquake Engineering and Structural Dynamics.

Kim, The optimal number of traffic volume counting times, The proceeding of Korean Society of Civil Engineers, pp.2928-2933, 2004 [3] J.A.
Lee, Optimal sampling method of estimating AADT in coverage survey, The proceeding of Korean Society of Civil Engineers, pp.1788-1792, 2010 [4] J.H.
Kim, Precision level on traffic counting period by coefficient of variation group of monthly factor, The proceeding of Korean Society of Civil Engineers, pp.61-66, 2003 [5] FHWA, Traffic Monitoring Guide, 2013 [6] S.H.
Oh, A Study on Deriving of Adjustment Factor to Estimate AADT, Journal of Korea Society of Civil Engineers, Vol.24. 1D, pp.19-29, 2004 [7] Sam Granato, The impact of factoring traffic counts for daily and monthly variation in reducing sampling counting error, Transportation Conference Proceedings, 1998 [8] MOLIT, Statistical Yearbook of Traffic Volume, 2012 [9] S.
Sharma et al, Statewide traffic volume studies and precision of AADT estimates, ASCE Journal of Transportation Engineering, Vol.122, 1996 [10] Information on http://www.road.re.kr