Search results

Influence of Carbon Admixtures to the Electrical Conductivity of Slag Mortars Ivo Kusak1,a, Miroslav Lunak1,b, Maria Mikova2,c and Pavel Rovnanik2,d 1Institute of Physics, Faculty of Civil Engineering, Brno University of Technology, Veveří 95, 60200 Brno, Czech Republic 2Institute of Chemistry, Faculty of Civil Engineering, Brno University of Technology, Veveří 95, 60200 Brno, Czech Republic akusak.i@fce.vutbr.cz, blunak.m@fce.vutbr.cz, cmikovam@study.fce.vutbr.cz, drovnanik.p@fce.vutbr.cz Keywords: Electrical measurements, geopolymer structure, dielectric losses, permittivity, conductivity, graphite.
Fundamental research tries to explore these engineered materials from the perspective of all the possible test methods.
Acknowledgements This paper has been worked out under the project GAČR No. 16-00567S and under the project No.S-16-2967 supported by Faculty of Civil Engineering BUT.
Chobola: Dielectric Properties of Concrete Specimens after Heat Stress, Mechanics and Control Engineering.

Research on Performance Effect Factors of flexural member for concrete filled rectangular steel tube Song Jiqiang1, a 1Architecture and civil engineering school , Inner Mongolia University Of Science & Technology, Baotou 014010, China a 624782193@qq.com Keywords: concrete filled rectangular steel pipe, flexural member, influencing factors, parameter analysis Abstract: Today large concrete filled rectangular steel tube members are widely used in large-scale civil engineering.

Fiber Reinforced Polymer (FRP) bar has high specific strength, good corrosion resistance, light weight, good fatigue resistance, non-magnetic and other unique advantages, so it can replace steel to widely applied in civil engineering, including buildings, bridges, underground engineering, marine engineering, tunnels, etc[4-6].
[4] ZHU Hong，QIAN-yang.Mechanicsperformance of FRP tendons used in engineering structure[J].
Journal of Architecture and Civil Engineering，2006，23（3）：26-31
[5] HAO Qing-duo，WAN-Gbo，OU Jinping.Fiber reinforced polymer rebar’s application to civil engineering [J].
[7] NI Zhong, ZHONG Shu-sheng, Experimental study onseismic behaviors of beam shaped transfer frame-supported short-leg shearwall structures〔D〕.Chongqing:Faculty of Civil Engineering, Chongqing University, 2006

The force analysis of PC rigid frame curved bridges with long span Mei-liang Yanga, Fang Xub , Chuan-xi Lic School of Civil Engineering and Architecture, Changsha University of Science and Technology,Changsha,China,410004 ayangmeiliang@163.coml, b314801948@163.com, clichuanxi2@163.com, Keywords: PC,the rigid frame curved bridge ,radius of curvature, finite element model, force analysis Abstract.
Finite element analysis By using finite element analysis software Midas/civil, the thesis builds three-dimensional simulation model of right piece bridge.
Conclusion For this bridge as engineering background, through modeling a dimensional finite element model by Midas/civil, the thesis analyses the long-span continuous rigid frame bridge force status under different radius of curvature, analysis results indicate: i) As the continuous rigid frame curved bridges exist greater torque, the box girder generates lateral deformation, and torque should be considered in the design.
The research results can provide reference for the similar engineering.
Journal of Traffic and Transportation Engineering, Vol. 6 No2. （2006）P.30 ( in Chinese)

Failure Mechanism of Tree-Shape Support Structures under Static and Lateral Loading Muhammad Luqman1,a*, Ashhad Zawar Khan2,b, Muhammad Arif3,c 1,3University of Engineering and Technology Peshawar, Pakistan; 2Department of Civil Engineering, School of Engineering, The University of Tokyo, Japan a18pwciv5026@uetpeshawar.edu.pk; bashhadzawarkhan@g.ecc.u-tokyo.ac.jp; c18pwciv5179@uetpeshawar.edu.pk *corresponding author Keywords: Failure Volume, Buckling, ABAQUS, Tree-shaped structures, high-fidelity modelling Abstract.
Yan, “An advanced structural morphosis technique - Extended evolutionary structural optimization method and its engineering applications,” Tumu Gongcheng Xuebao/China Civil Engineering Journal, vol. 39, no. 10, 2006
Cui, “The sensitivity-based morphogenesis method for framed structures,” Tumu Gongcheng Xuebao/China Civil Engineering Journal, vol. 46, no. 7, 2013
Astaneh-Asl, “Design of Seismically Resistant Tree-Branching Steel Frames Using Theory and Design Guides for Eccentrically Braced Frames,” International Journal of Civil and Environmental Engineering, vol. 8, no. 2, 2014
Peng, “Structural Topology Optimization Method for Morphogenesis of Dendriforms,” Open Journal of Civil Engineering, vol. 06, no. 04, 2016, doi: 10.4236/ojce.2016.64045

Losev1,c 1Moscow State University оf Civil Engineering, 26 Yaroslavskoe sh., Moscow, 129337, Russia 2Scientific & project center "City Development", 19 Prospect Mira, building 3, Moscow, 129090, Russia avitolch@gmail.com, bg.chulkov@mail.ru, cLossevKY@mgsu.ru Keywords: infographic modeling, public-private partnership functioning, activity, information and technological services in construction, design, investment, service, concession.
Civil society (non-profit sector).
Public-public partnership (position 4 in Fig. 2) is a zone of joint interests and responsibility of the state and civil society (3↔1).
Public-private partnership (position 5 in Fig. 2) simulates a zone of joint interests and responsibilities of business and civil society (2↔3).
Anheier, Public-private partnerships in the United States, Historical patterns and current trends, Civil Society Working, 2001

So it can't be used in transportation, navigation and civil aviation.
Because of its self checking capability and good performance under low visibility, it is adequate for the civil aviation.
International organization has applied it in transportation, navigation, civil aviation and military meteorological fields.
Opto-Electronic Engineering, 2011.02 [4] Li H., Sun X.J.: Theoretical Analysis on Measurement Error of Forward Scattering Visibility Meter.
Infrared and Laser Engineering, 2009.06 [5] Han W.B., Ma L., Yuan S.J., Chen A.R., Liu J.X.: Probability Analysis of Bridge Deck SideWind-induced Vehicle Accidents Based on Joint Distribution of Wind Speed and Wind Direction.

Influence of Fibre Shapes on Dynamic Compressive Behaviour of Fibre Reinforced Concrete Zhuo Xu1,a, Hong Hao1,b and Hongnan Li2,c 1 School of Civil and Resource Engineering, the University of Western Australia, Perth, Australia 2 School of Civil and Resource Engineering, Dalian University of Technology, Dalian, China azxu@civil.uwa.edu.au, bhao@civil.uwa.edu.au, chnl@dut.edu.cn Keywords: SFRC, spiral fibres, drop weight, stress strain relationship, energy absorption.
Li: Journal of Civil Engineering and Architecture (2008) [3] Z.
Zhao: Journal of Materials in Civil Engineering (2003), p. 54-59 [9] N.

Petersburg State University of Architecture and Civil Engineering, 2-Krasnoarmejskaja ul. 4, St.
Vatin: Properties of the wall structures made of autoclaved cellular concrete products on the polyurethane foam adhesive, Magazine of Civil Engineering. 5 (40) (2013), pp. 5-19
Rymkevich: Computational justification for engineering measures preventing the ice dams formation on the pitched roofs, Magazine of Civil Engineering. 3 (29) (2012), pp. 69-73
Magazine of Civil Engineering. № 8, (2012). pp. 4-14
Kuznetsov: Perspektivy primeneniya nanobetona v monolitnykh bolsheproletnykh rebristykh perekrytiyakh s postnapryazheniyem, Magazine of Civil Engineering. 2 (2009), pp. 54-58 [32] N.

Effect of Pile-Soil-Structure Interaction on the Cable-Stayed Bridge in Response to the Earthquake CHEN Yu (School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031,China) Keywords: Single-Tower Cable-Stayed Bridge; Pile-Soil-Structure Interaction; Seismic Response Abstract: In this thesis, based on the design of a 140+90m span unusual single tower and single cable plane cable-stayed bridge, free vibration characteristics and seismic response are investigated; three dimensional finite element models of a single tower cable-stayed bridge with and without the pile-soil-structure interaction are established respectively by utilizing finite element software MIDAS/CIVIL, seismic response of Response spectrum and Earthquake schedule are analyzed respectively and compared.
Structural Dynamic Model Single tower cable-stayed bridge (140 +90 m) space finite element model is built with finite element analysis program MIDAS / CIVIL.
Earthquake Engineering(Second Edition) [M].