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Lu b a School of Mechanical Aerospace and Civil Engineering, University of Manchester, UK b Faculty of Engineering and Industrial Sciences, Swinburne University of Technology, Australia Keywords: Stress, Finite element analysis, Foot, Biomedical engineering.
Viceconti et al.: Journal of Medical Engineering and Technology Vol. 22 (1998), p. 257
Wang et al.: Medical Engineering and Physics Vol. 20 (1998), p. 677

Actes des 27èmes Rencontres Universitaires de Génie Civil - AUGC, Saint-malo.
Journal of Structural Engineering, Vol. 119, N° 5, pp 1484–1497 (1993)
Traité de génie civil, V8.
Developpements in Civil Engineering, N° 23, Elsevier (1991)
Journal of Engineering Mechanics, Vol. 14, No. 5, p.327-343 (2007)

Comparison of Hysteretic Models for Steel Beams Calibrated by Means of Multi-Objective Optimisation Corrado Chisari1,a, Gianvittorio Rizzano2,b* 1Department of Civil and Environmental Engineering, Imperial College London (UK) 2Department of Civil Engineering, University of Salerno (Italy) ac.chisari12@imperial.ac.uk, bg.rizzano@unisa.it Keywords: Parameter calibration; Multi-objective optimisation; degradation parameters; hysteretic energy.
Selection of the compromise solution from the Pareto Front Experimental Programme A series of experimental tests, performed at the Laboratory of Materials and Structures of the Department of Civil Engineering of the University of Salerno, was considered in this work.
Abbott, “Versatile Elasto-Plastic Stress-Strain Formula,” Journal of the Engineering Mechanics Division, vol. 101, no. 4, pp. 511-515, 1975
Amadio, “Critical issues in parameter calibration of cyclic models for steel members,” Engineering Structures, vol. 132, pp. 123-138, 2017
[17] OpenSees, “Open System for Earthquake Engineering Simulation,” 2010.

Many officers in charge of solid waste management, particularly at the local level, have little or no technical background or training in engineering or management [8].
Many officers in charge of PSP solid waste management operations have little or no technical background or training in engineering or management.
Ayininuola G.M. and Popoola M.O. (2004): Physical and Chemical hazards of solid wastes: Ibadan north as case study, Journal of civil engineering, Research and practice.
The journal of Solid Waste technology and Management, Department of Civil Engineering Widener University, Chester, U.S.A.
Zavodska, A (2003): A study of residential solid waste composition and management in a selected developing country - Guyana, The Journal of solid waste management and technology, Department of Civil Engineering Widener University, Chester, U.S.A.

Journal Citation (to be inserted by the publisher) Copyright by Trans Tech Publications Diagnosis of Structural Damage from Non-Stationary Output-Only Measurements Dionisio Bernal 1, Alessandro De Stefano 2 1 Associate Professor, Department of Civil and Environmental Engineering, 427 Snell Engineering Center, Northeastern University, Boston MA 02115, U.S.A bernal@neu.edu 2 Professor, Dipartimento di Ingegneria Strutturale e Geotecnica, Politecnico di Torino, C.so Duca degli Abruzzi 24, Torino, Italy, alessandro.destefano@polito.it Keywords: Modal Scaling, Flexibility, Damage Localization, DLV Abstract.
In civil engineering applications it is often necessary to perform the modal identification exclusively from output signals.
Introduction The development of robust techniques for fault detection and localization is an important goal in structural engineering.
Dynamic testing of large civil structures can only be performed on the field, far from the clean and fairly controlled conditions that can often be realized in mechanical and aerospace applications in a lab facility.
[3] Bernal D. (2002), "Load Vectors for Damage Localization", Journal of Engineering Mechanics, ASCE, Vol.128, No.1, pp. 7-14

Arshad 1,c, 1Institute for Infrastructure Engineering and Sustainable Management (IIESM), Faculty Civil Engineering, Universiti Teknologi MARA (UiTM), Shah Alam, Selangor, Malaysia E-mail: a ruslanridzuan@yahoo.co.uk, b krul_niza@yahoo.com, c fadiil2013@yahoo.com Keywords: Sodium Silicate, Geopolymer Concrete, Recycle Concrete Aggregate, Compressive Strength, Morphology properties ABSTRACT.
The test machine used was an ELE (Engineering Laboratory Equipment) testing machine with a load capacity of 1500 kN with a pace rate of 3.0 kN/sec.
Figure 2: ELE (Engineering Laboratory Equipment) compressive strength testing and the geopolymer concrete sample after tested.
Journal of material in civil engineering, 19, 6, 470
[10] Βuchwald A., Dombrowski K. & Weil M. (2005) The influence of calcium content in the performance of geopolymeric binder especially the resistance against acids, 4th International conference on Geopolymers, St Quentin, France [11] Anuar K.A, Ridzuan A.R.M,(2011) “Strength Characteristics of Geopolymer Concrete Containing Recycled Concrete Aggregate”, International Journal of Civil & Environmental Engineering IJCEE-IJENS Vol: 11 No: 01, pp 59-62

Comparison of Fracture Tests Numerical Models Created with Real Material Properties Jiří Klona and Jakub Sobek b Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Veveří 331/95, 602 00 Brno, Czech Republic a klon.j@fce.vutbr.cz, b sobek.j@fce.vutbr.cz Keywords: Three-point bending test, modified compact tension test, wedge splitting test, numerical model, fracture process zone, quasi-brittle material.
Pukl: ATENA / A tool for engineering analysis of fracture in concrete, Sadhana-Adacemy Proceedings in Engineering Sciences, 27 (2002), p. 485–492
Holušová, Master's thesis, Brno University of Technology, Faculty of civil engineering, Brno, 2012 [4] Ch.G.
Keršner, in: Modelling of modified compact tension test of fine-grained cement based concrete specimens using FEM software, Key Engineering Materials, vol. 754 (2017), p. 329–332. doi:10.4028/www.scienti_c.net/KEM.754.329 [7] H.N.
Transactions of the VŠB – Technical University of Ostrava, 13(2) (2013), Civil Engineering Series, paper #25.

The honeycomb sandwich structure has been widely used in engineering structures with the continuous improvement of the manufacturing process and the reduction of cost [3].
The finite element method provides a powerful analysis tool for the solution of various engineering problems.
School of Civil Engineering, Southeast University. 2007
Central European Journal of Engineering. 2011. 1 (1): 5980
School of Civil Engineering, Southeast University. 2012

Introduction Since the 1990s, the use of carbon fibre reinforced polymer (CFRP) materials has made large advances in civil engineering construction, particularly in bridge upgrade and rehabilitation.
Advanced polymer composites and polymers in the civil infrastructure. 1st ed.
Key Engineering Materials 2006, 306-308:1343-1348
Journal of Bridge Engineering 2001; 6(6):514-522
Journal of Structural Engineering 2003, 129(2):186-196

The Risk Evaluation Model of Open-pit Mine Slope Xiaoguo Chen 1, 2 1School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing, 100083 2College of Science, Heilongjiang University of Science & Technology, Harbin , 150022 kjdxcxg@sohu.com Keywords: Extenics, Analytic hierarchy process, The slope, Risk.
This article uses the extenics and fuzzy hierarchy analysis method,on the slope stability analysis method of uncertainty is improved.At the same time,on the measured data report AnTaiBao open-pit mine for practical engineering,using the method of the north, a risk evaluation is made on the stability of slope area.Through the engineering example of calculation shows that,in this paper, the risk evaluation method is reliable and can be used to guide the slope mining design.
According to the north slope engineering geological model and the related data, clear steps slope, average slope angle for high average slope of m, slope shape is convex.
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