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Lucas2,c 1CONSTRUCT-LFC, Departamento de Engenharia Civil, Faculdade de Engenharia Civil, Universidade do Porto, Rua Dr.
Roberto Frias, s/n; 4200-465 Porto, Portugal 2Department of the Built Environment, Unit of Structural Design, Eindhoven University of Technology, PO Box 513, Eindhoven, 5600 MB, Netherlands aanasofia@fe.up.pt; bjdelgado@fe.up.pt; cs.s.d.o.lucas@tue.nl Keywords: Additive manufacturing; Building automation; 3D printing; Civil engineering.
Hoffmann, Thermal-humidity parameters of 3D printed wall, Proceedings of the 3rd World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium, Bristol: IOP Publishing, UK, 2019
Tan, The Framework of Combining Artificial Intelligence and Construction 3D Printing in Civil Engineering, Proceedings of the 3rd International Conference on Civil Engineering and Materials Science (ICCEMS 2018), vol. 206, MATEC Web of Conferences 206, 01008, 2018
Civil Eng. & Technol. 6 (2015) 14-22 [20] F.

BEHAVIOUR OF AXIALLY LOADED COMPOSITE WALL PANEL BY USING FINITE ELEMENT ANALYSIS Nur Fitriah Isa1, a, Mohd Zulham Affendi Mohd Zahid1,b, Liyana Ahmad Sofri 1,c, Norrazman Zaiha Zainol 1,d, Muhammad Azizi Azizan1,e, Muhammad Munsif Ahmad 1,f , Mohd Badrul Hisyam Ab Manaf 1,g, Mohd Faiz Mohammad Zaki2,h, Mustaqqim Abdul Rahim2,i and Zuhayr Md Ghazaly2,j 1 Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis,02100 Padang Besar, Perlis, Malaysia 2 Department of Civil Engineering, School of Environmental Engineering, Universiti Malaysia Perlis,02600 Arau, Perlis, Malaysia anurfitriah@unimap.edu.my, bmohdzulham@unimap.edu.my, cliyanasofri@unimap.edu.my, dnorrazman@unimap.edu.my, eaziziazizan@unimap.edu.my, fmunsif@unimap.edu.my, gbadrulmanaf@unimap.edu.my, hfaizzaki@unimap.edu.my, imustaqqim@unimap.edu.my, jzuhayr@unimap.edu.my, Keywords: Composite Wall, Finite Element Analysis, Foam Concrete, Steel Sheet, Ansys Abstract
In order to promote the efficient use of composite materials in civil engineering infrastructure, effort is being directed at the development of design criteria for composite structures.
The composite structures used in civil engineering are usually defined as structures consisting of sub elements of different engineering materials [3].
Acknowledgements The author wishes to acknowledge the support from Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis.
The Structural Engineer Volume 67 pg 114–129

Insurance rate of unit engineering is calculated as: (6) is the insurance rate of unit engineering Y, is the engineering cost of part project X, is the engineering cost unit engineering Y.
Insurance rate of engineering project is calculated as: (8) is the insurance rate of engineering project W, is the engineering cost of engineering project W.
Civil engineering, one of the unit engineering, the total engineering cost is 2,781,459RMB.
Table 2: Insurance Rates of the Civil Engineering No. part project engineering cost Loss expectations (%) the basic rate (‰) the insurance rate(‰) 1 foundation engineering 356835 99557 27.9 0.99 1.5 1.5×0.99=1.49 2 Main structure project 2257786 458330 20.3 0.95 1.5 1.5×0.95=1.43 3 Roof Engineering 166838 35703 21.4 0.96 1.5 1.5×0.96=1.44 The calculation of insurance rate of unit engineering .According to formula (6), the insurance rate of unit engineering is: =1.49‰×+1.43‰×+1.44‰×=1.438‰ Conclusion In this paper, the modification method and the maximum possible loss (PML) are used to determine the different insurance rate based on the cost and risks of different projects.
China Civil Engeering Journal, 2009(1), p.130-134.

Masaryka 24, 960 53 Zvolen, Slovakia 2Technical University of Kosice Faculty of Civil Engineering, Institute of Environmental Engineering, Vysokoskolska 4, 042 00 Košice, Slovakia ageffert@tuzvo.sk, bgeffertova@tuzvo.sk, cnadezda.stevulova@tuke.sk, dblazej.seman@gmail.com Keywords: pulp fibres, swelling, absorptivity, lightweight composites.
This phenomenon, which is considered as negative from the point of view of pulp fibres utilizing for paper manufacturing, could potentially find its positive application in other areas, e.g. in the civil engineering for production of lightweight composites, where the reduction of water absorption of natural fibre materials is desirable.
While the effect of swelling and absorptivity of pulp used to make paper is desirable, for use in other areas, e.g. in the civil engineering for production of lightweight composites, these phenomena are undesirable.
However, in the civil engineering in production of lightweight composites, wherein the vegetable fibres (also tested hemp hurds - HH) are used as filler, the fibres are treated to reduce the absorptivity.
In the civil engineering in production of lightweight composites, wherein this vegetable fibres (in recent times hemp hurds, too) are used as filler, the fibres are chemically or physically treated to reduce absorptivity.

Reinforcement Possibilities of Round Timber Bolted Joints Kristýna Klajmonová1, a *, Antonín Lokaj2,b 1 Department of Building Structures, Faculty of Civil Engineering, VŠB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33, Ostrava, Czech Republic, Europe 2 Department of Building Structures, Faculty of Civil Engineering, VŠB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33, Ostrava, Czech Republic, Europe akristyna.klajmonova@vsb.cz, bantonin.lokaj@vsb.cz Keywords: round timber, bolt, joint, carrying capacity, fracture, reinforcement.
Tests were carried out on EU100 pressure machine in Faculty of Civil Engineering of VŠB-TUO Ostrava.
Mechanical reinforcement possibilities of round timber bolted joints were researched and tested in laboratory of the Faculty of Civil Engineering in Ostrava.
Dimensions of the test samples were adapted by possibilities of machinery equipment in laboratory of the Faculty of Civil Engineering.
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 2013.

Application of Grillage Method in Analysis of Ramp Bridges with Box-girder Yufeng XU1,2, a 1 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China 2 State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China a Xuyf@scut.edu.cn Keywords: ramp bridges, grillage method, block element, FE model.
For the analysis of these structures, the conventional plan link method can not obtain satisfactory results and meet with the engineering accuracy requirement.
For the analysis of these structures, the conventional plan link method can not obtain satisfactory results and meet with the engineering accuracy requirement. .
Apply above method to establish the FE model in Midas/Civil software.
For the analysis of these structures, the conventional plan link method can not obtain satisfactory results and meet with the engineering accuracy requirement.

Rate of regeneration of construction machinery Jarosław Rajczyk1,a 1Czestochowa University of Technology, Faculty of Civil Engineering, 3 Akademicka Street, 42-218 Czestochowa, Poland ajrajczyk@bud.pcz.czest.pl Keywords: regeneration, machinery, rate of regeneration, civil engineering Abstract.

Hamid Nikraz 2, b 1Researcher, Department of Civil Engineering, Curtin University of Technology, Perth, Australia; Tel: +61-413165961; Fax: +61 8 9266 2681 2Prof.
Hamid Nikraz, Head of the Department of Civil Engineering, Curtin University of Technology, Perth, Australia; Tel: +61 8 9266 7573; Fax: +61 8 9266 2681 a Email: amin.chegenizadeh@postgrad.curtin.edu.au, b Email: H.Nikraz@curtin.edu.au Keywords: Reinforced soil, Unconfined, Strength, paper.
Its use has been expanded rapidly into civil engineering, geotechnical engineering and pavement engineering.
Therefore, fiber-reinforced soil composite is a practical solution in civil engineering projects.
Ng. & Tang, C. (2006) Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil, Engineering Geology 87, 230– 240

The process of implementing a damage identification strategy for civil and mechanical engineering infrastructure is referred to as structural health monitoring.
Civil engineering structure safety assessment, health monitoring and diagnosis editorial.
The research progress of civil engineering structural health monitoring.
The research progress of civil engineering structural damage diagnosis .
Civil engineering journal,2003，36(5):105-110. ( in Chinese) [9] li guo, xiaolin han, zhaoxia li.

Efficient Algorithm of Engineering Structural reliability and its realization with Matlab Li Li1,2,3a, Hongyi Jiang1,b , Yi Zheng2,3,c , Yulin Yang3,c and Meizhu Sun3,d 1 School of Materials Science and Engineering, Wu Han University of Technology, Wu Han, 430070, China 2 School of Civil Engineering, ShenYang JianZhu University, Shenyang, 110168, China 3 LiaoNing Building Materials Science Institute, Shenyang, 110032, China alili6899@163.com b jianghy@whut.edu.cn c dandongzy@126.com d 13898148888@139.com Keywords: Engineering structure, Reliability, Matlab, Monte-Carlo method, Slag concrete brick.
And all of methods need complicated programs for calculation which restrains the theory of reliability in civil engineering application [1-3].
Therefore, this paper is to improve calculating efficiency for most of engineers and to push forward the application of Matlab in structural reliability engineering.
Optimization Algorithm of Reliability Indexes The second moment reliability index as defined by Hasofer and Lind (1974) is generally considered to be a better approach in civil engineering design than the conventional factor of safety concept.
In engineering, many random variables do not follow normal distribution.