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Research and development at Brno University of Technology, Faculty of Civil Engineering is focused on the experimental assessment of modern timber structures.
Predominantly it handles about problems in the field of building physics, especially room and building acoustics and hydrothermal engineering, therefore challenges related to the indoor climate of buildings.
The results inside of dissertations and theoretical master’s thesis’s are going to be further investigated and optimized to create ideal solutions for the engineering practice of the future.

Civil, with satellite television, satellite Internet access, as well as development of civilian systems such as video phones, on growing demand for mobile communications carrier; the military, rapid response to equipment and mobility as well as steady aim, track and combat capabilities of mobile high demand, also depend on the mobile carrier satellite communications.
Introduction The development trend of mobile carrier satellite communications is a satellite communications, it is not only the goal of growing civil satellite communications, is also the main means of communication in the future military struggle.
Satellite antenna automatically track system technology is set computer control technology, and data acquisition and the signal processing technology, and inertia navigation technology, and sensor technology, and precision machinery design technology, and simulation technology, and motor servo control technology, and satellite communications technology and systems engineering technology, more items technology Yu a, is to electromechanical integration, and automatic control technology for main, multiple discipline Organic combines of product, in this a area, domestic and abroad compared to has larger of gap[2].

Rocco Lahr4,g 1 Department of Civil Engineering, State University of São Paulo “Julio de Mesquita Filho”, Bauru, 17033-360, Brazil. 2 Faculty of Engineering and Architecture, FUMEC University, Belo Horizonte, 30130-009, Brazil. 3 Department of Civil Engineering, Federal University of São Carlos, São Carlos, 13565-905, Brazil. 4 Department of Structural Engineering, Engineering School of São Carlos (EESC/USP), São Carlos, 13566-590, Brazil.
It would be also interesting to study its applicability for products applied to the civil construction, as modular beams and pillars that already exist in the market.

In the EMAS (Engineered Material Arresting System), engineering arresting materials have been developed[3,4,5,6], one main material is foamed concrete.
Foamed concrete studied in this reseach is made and provided by CACAST (China Academy of Civil Aviation Science and Technology), samples of which are cubic blocks with dimensions of 350mm×350mm×350mm.
Fig.2 shows the compression engineering stress-strain curves and corresponding deformation pictures for foamed concrete of 0.20g/ccm density.
In practical engineering applications, shear strength of the foamed concrete is a controversial issue.
A., etc., Developing improved civil aircraft arresting system, R. airport cooperative research program (ACRP), 2009

Calculation and Analysis of a Tall Building Seismic Isolation Design CAI Hao Ming1,a , TAO Zhong1,b and CAO Xin Li1,c 1Department of Civil Engineering, Faculty of Civil Engineering & Architecture, Kunming University of Science and Technology, Kunming 650500, China acaihm1988@qq.com, b tsy0410km@126.com, c769947021@qq.com Keywords: isolation; time history analysis method; no collapsing with strong earthquake.
Fig. 1 Standard laminated rubber bearing system Fig. 2 Lead laminated rubber bearing system This paper based on the actual engineering, a comparative analysis of isolated structures and non-isolated structure.we found that the isolation device in the actual structure can effectively extend the cycle of the structure, reducing the structural drift, playing a more significant role in the seismic.
This engineering input of ART, N2, and the TAF three time analyses of seismic waves, ART for artificial wave, and N2, TAF for the natural wave.
Civil Engineering Frontiers of Science [M].Beijing: Tsinghua University press, 2006: 139~169 (in Chinese) [2] Zhu Qin.

Through calculation, the maximum width of transport vehicles for engineering construction was only 4m wide.
(2)Main body construction stage Main body construction stage, namely, civil engineering construction stage, needed to covering the whole construction sites.
The construction schedule of above road was planned after the pile foundation construction units exiting and before the civil engineering construction units coming in
The formal road surface was implemented after the civil engineering construction was finished thorough.
References [1] Construction and quality acceptance specification of urban road engineering（CJJ1-2008）[S].

Zhi1, a, Shuya.Jiang2,b, Chunling.Lu3,c 1School of Civil Engineering and Architecture, Wuhan University of Technology, 122 Luoshi Road, Wuhan, Hubei 430070,P.R.
China 2Department of Civil and Architectural Engineering, Wuhan University of Technology Huaxia College, Wuhan, Hubei 430223,P.R.
China 3 College of Civil Engineering and Architecture, Guilin University of Technology, Guilin,Guangxi 541004,P.R.
Zhang: Proc. 6th Asia-Pacific Conf. on Wind Engineering, (2005), p.193
Wu: Journal of Wind Engineering and Industrial Aerodynamics, Vol.98(2010), p.600

Research on Ordinary Concrete Durability Peng Cheng 1, a，Xinfu Chen2,b，Lang Wu3,c 1Jiangxi College of Applied Technology, Ganzhou, Jiangxi 341000, China 2Jiangxi Institute of Economic Administrators, Nanchang, Jiangxi 330088, China 3College of Civil Engineering, Nanchang Institute of Technology, Nanchang, Jiangxi 330044, China a158482992@qq.com, b42872576@qq.com, cwulang19812005@126.com Keywords: Concrete; Durability; Corrosion resistance; high-performance Abstract.
Introduction On concrete durability design of the formulation and implementation of procedures and standards, is an imminent in academia and engineering task [1].In recent years, the practical significance of the concrete durability makes it around the world become a hot research topic in civil engineering field, and thus on the durability of the concrete is more and more attention, and made great achievements in this field.
Corrosion in concrete materials in actual engineering is often a variety of types of composite corrosion
High Performance Processing for Ordinary Concrete Currently, the problem of concrete durability has become a major issue of common concern to the international engineering, more and more get people's attention.
Civil engineering materials [M].Beijing: China building industry press. 2002:3-4 pages, 96-100 pages, 121-124 pages

Study on Compound Type Crack Propagation Behavior of Asphalt Concrete XIE Tao 1,2,a, QIU Yanjun1,b , JIANG Zezhong1,c and AI Changfa1,d 1 College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 2 College of Civil Engineering, Guizhou University, Guiyang 550022, China a xie_tao96@163.com, bpublicqiu@163.com, cqmrjzz@yahoo.com.cn, d aichangfa@sina.com Keywords: asphalt pavements, compound mode crack, propagation behavior, three point bending method, RFPA 2D Abstract: The furthest dangerous cracking type of asphalt pavement is usually considered of the simplex �type crack(namely shear crack) under traffic load, but the so-called �type crack should be the compound cracking at the concurrence of I type crack (namely splay crack) and �type crack.
Dissertation, Faculty of Civil Engineering, Delft University of Technology, Delft, 1995 [2] J.
Journal of Basic Engineering, 1963, 85D(4): 519-527 [4] G.
Engineering Fracture Mechanics, 1973, 5: 365-377 [5] The Professional Standard of China.Specification for Design of Highway Asphalt Pavement(JTJ 014-97).
Engineering Rock Mechanics 0.20 0.25 0.30 0.35 0.40 0.45 0.50 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5 angle of crack extension [o ] ratio of crack depth to highness of beam(a/W) d=3cm d=4cm the value of loading is 0.5kN 0 10 20 30 40 50 250 300 350 400 450 500 550 peak value of laod , N distance of crack away from midpoint, mm simulating result by RFPA experimenting result Fig.2 Effect of d on P Fig.3 Effect of a/w on θ

Calculation of Load-carrying Capacity of Square Concrete Filled Tube Columns Based on Neural Network Huaguo Gao Hang Cheng Xiaofeng Cui The School of Resources and Civil Engineering, University of Science and Technology Liaoning, Anshan 114051, China gaohuaguo99@163.com ,1027973061@qq.com ,572542693@qq.com Keywords: Neural network, Axial loaded columns, Nonlinear Mapping model Abstract.
Civil Engineering Journal.Vol. 2(2001), p. 17-25, in Chinese
Civil Engineering Symposium.
Journal of Structural Engineering.
Journal of Structural Engineering.