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Oliveira2,d 1Department of Architecture Construction Conservation, Università IUAV di Venezia, Italy 2ISISE, Department of Civil Engineering, University of Minho, Portugal adecarvalho@iuav.it, bcecchi@iuav.it, cmeroi@iuav.it, ddanvco@civil.uminho.pt Keywords: Sisal fibres, FRCM, Masonry panels, strengthening, Diagonal compression tests Abstract.
Composites Part B: Engineering.
Lam, Modelling the nonlinear behaviour of masonry walls strengthened with textile reinforced mortars, Engineering Structures 134; 11-24 (2017).

One of the most important challenge for modern civil engineers is efficient protection these type of masonry structures against potential destruction which may occur during exploitation.
Lodygowski, Identification of parameters of concrete damage plasticity constitutive model, Foundations of Civil and Environmental Engineering 6 (2005) 53-69
Nowak, Strengthening and long-term monitoring of the structure of an historical church presbytery, Engineering Structures, 81, 2014, pp.62-75.

Influence of Aeration of Concrete on Acoustic Emission and Fracture Mechanical Parameters Obtained from Three-point Bending Tests TOPOLÁŘ Libor1,a*, ŠIMONOVÁ Hana2,b, MISÁK Petr3,c, DANĚK Petr3,d, KERŠNER Zbyněk2,e and PAZDERA Luboš1,f 1Brno University of Technology, Faculty of Civil Engineering, Institute of Physics, Veveří 331/95, 602 00 Brno, Czech Republic 2Ditto, Institute of Structural Mechanics 3Ditto, Institute of Building Testing atopolar.l@fce.vutbr.cz, bsimonova.h@fce.vutbr.cz, cmisak.p@fce.vutbr.cz, ddanek.p@fce.vutbr.cz, ekersner.z@fce.vutbr.cz, fpazdera.l@fce.vutbr.cz Keywords: aerated concrete, acoustic emission method, three-point bending test, fracture.
Fracture tests were carried out using a Heckert FPZ 100/1 testing machine within the range of 0–10 kN at a laboratory of the Institute of Building Testing, Faculty of Civil Engineering, Brno University of Technology.
Ohtsu, The history and development of acoustic emission in concrete engineering, Magazine of Concrete Research. 48 (1996) 321−330

Engrg, Sapienza University of Rome, 00197 Rome, Italy 2College of Civil Engineering, Hunan University, Changsha 410082, China 3EdilCAM Sistemi Srl, Roma asimonacrs@gmail.com, bwangrui8855@hnu.edu.cn, czhi.li@uniroma1.it, dr.marnetto@libero.it, egiorgio.monti@uniroma1.it Keywords: hybrid structures, on-site assembly, lightweight, long span roofs, modularity, green structures.
“Behaviour characteristic of a full-size scale pyramidal space truss unit”, Journal of Civil Engineering n.1 vol.6, March 2002, pp. 33-38
SKAT and Intermediate Technology Publications Ltd, CH-9000, St Gallen, Switzerland, 1983 [9] Kim J-W., Kim J-J., Rhew H-J, Analysis and experiment for the formation and ultimate load testing of a hyperspace truss, Journal of Constructional Steel Research n. 62, April 2005, pp. 189-193 [10] Šilih S., Premrov M., Kravanja S., Optimum design of plane timber trusses considering joint flexibility, Journal of Engineering structures n.27, November 2004, pp. 145-154

For less of cover engineering projects, quality control and supervision are easy to realize, and can effectively avoid the jerry problem of traditional building, or the quality safety risk caused by constructer sense of responsibility.
Civil decorate integration.
[3] Xie Bing-zheng, Geng Shi-bing: The Building Engineering Technology of Low Carbon & Energy Conservation (Southeast University Press, China 2010)
[6] Du Xiu-li: Low-carbon Economy and Science & Technology Innovation in Civil Engineering (Science Press, China 2010).

The Application of Iteration and Functional Analysis in Numerical Calculation of Beams with Large Deformation Jing Yan1, a, Yawu Zeng1,b and Rui Gao1,c 1School of Civil Engineering, Wuhan University,Hubei,Wuhan,430072,China ayanjing06205@163.com, bzengyw@whu.edu.cn, cgaoryrui@163.com Keywords: Large Deformation, Iteration, Functional Analysis, Deflection Curve, Numerical Analysis.
Introduction The main function of beam is bearing flexural load and as a very important component in structure design, its function can not be replaced in civil engineering and mechanical manufacturing.
Engineering Background There is a linear elastic and columniform slightness beam in a temperature controlling device shown in Fig. 1, and a fixed connection is between its left end and vertical wall, and the central axis of the beam is located in x-axis primitively.

The Simulation and Analysis of Groundwater Flow in Rock HaoLiang Han 1,2,a, Bo Cui1,b and YongTao Gao1 1 School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing, China, 100083, 2 Department of Energy and Mineral Engineering, Pennsylvania State University, University Park, PA, USA, 16801, ahaolianghan@126.com, bstoic1979@sohu.com Keywords: Groundwater; Simulation; Finite element method Abstract.
Studying the process of groundwater flow in subsurface systems using numerical simulation has become a widely practiced nowadays, among these is COMSOL Multiphysics (FEMLAB) which is a finite element analysis and solver software package for various physics and engineering applications.
Ayvaz: Computer applications in engineering education Vol.13 (2005), p. 192

The aim of the conference is to bring together the expertise of scientist and engineers from  universities and industry in the field of Structural Health Monitoring, Non-Destructive Evaluation, and  Condition Monitoring. 
Due to  interdisciplinary character of SHM systems, the conference brings together experts from area of  mechanics, materials engineering, electronics, software engineering, and signal processing as well as  system users from civil engineering, aviation, power plants, wind turbines, chemical plants,  petrochemical plants and railways sectors. 

We designed 15 types of block altogether, used ANSYS finite element software to analyze the combined influence of thermal engineering, mechanics and unit weight, got the best block type Q3 and optimized it twice in mechanical property and thermal performance, made the load-carrying capacity of the self-insulation concrete block tend to be more reasonable, and improved the thermal performance at the same time.
Self-insulation concrete block has been regarded as an important type of energy-saving wall in national standards and various provincial and urban building energy efficiency design standards, and is widely used in civil architecture.
In this paper, we selected the larger block size (390mm*190mm) commonly used in engineering.
A thesis submitted to Southeast University for the academic degree of master of engineering (2013)
Design manual energy conservation for civil buildings,M.

Study on Silo Pressure by Consider Storage Materials Density Changed Along the Height Zhiyong Yang1, a, Shunhu Liu2, b,*, Song Zhao1, Jun Hu1, Zengchan Lu1 1College of civil engineering and architecture, WHUT, Wuhan 430070, China 2Wuhan Design and Research Institute of China Coal Technology & Engineering Group, Wuhan, Hubei, R.P.China, 430000 a27491068@qq.com, b279298829@qqcom Keywords: Density stratified, Silo pressure, Differential equation Abstract.
National Conference Publication - Institution of Engineers, Australia, Vol. 2, No. 92, P 425-427, 1992
Journal of Engineering Mechanics.Vol.127, No.10, October, 2001
Biosystems Engineering.Vol.91, No.3, P335-348, March, 2005.