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Figure 6 presents the computer-aided engineering process, which realize the design by several engineering tools, such as ANSYS Workbench and Matlab.
Figure 6: Computer-aided engineering process provides the structural design of the botanically inspired textile reinforcement topology.
Basically, we need an intelligent roving placement rack with individually controllable placement points, which is engineered to model-faithfully take the rovings.
The developed 3D-RPR paves the way for novel concrete-based engineering principals with a material minimizing design ethos within the construction industry.
In: CICE (Hrsg.): CICE 2016 8th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering.

Treatment of Palm Oil Mill Effluent Using Fenugreek Coagulant and Aloe-Vera Gel Flocculant WOO Pak Jie1, a, SETHU Vasanthi1,a*, SELVARAJOO Anurita2,b* and ARUMUGASAMY Senthil Kumar1, 1Department of Chemical and Environmental Engineering, Faculty of Science and Engineering, University of Nottingham Malaysia, Jalan Broga, 43500 Semenyih, Selangor, Malaysia 2Department of Civil Engineering, Faculty of Science and Engineering, University of Nottingham Malaysia, Jalan Broga, 43500 Semenyih, Selangor, Malaysia.
Singh, Membrane Technology and Engineering for Water Purification. 2nd ed. (2015) 369-425
Bhattarai, Aloe vera gel for Tissue Engineering Applications.

URBAN-INCERC, Timisoara Branch, Traian Lalescu 2, 300223, Timisoara, Romania 2Politehnica University of Timișoara, Faculty of Manangement in Production and Transportation, 14 Remus Street, RO 300191, Timișoara Romania 3Technical University of Cluj Napoca, Civil Engineering Faculty, C-tin Daicoviciu no. 15, 400020 Cluj-Napoca, Romania 4NIRD URBAN-INCERC, Bucureşti Branch, 021652 Pantelimon 266, Bucureşti, Romania 5NIRD URBAN-INCERC, Cluj-Napoca Branch, Calea Florești 117, 400524, Cluj-Napoca, Romania 6ISIM Timișoara, Bulevardul Mihai Viteazu 30, Timișoara 300222, Romania acornelia.baera@incd.ro, bvalivasile67@yahoo.com, cmatei_claudiu2004@yahoo.com, daurelian.gruin@incd.ro, ehenriette.szilagyi@incerc-cluj.ro, faperianu@isim.ro Keywords: advanced cementitious materials, abrasive waterjet Garnet wastes, recycling, sustainability.
B Ishaq, Self-compacting geopolymer concrete with spend garnet as sand replacement, Journal of Building Engineering 15 (2018) 85-94 [5] H.
Baeră, Self-Healing capacity of Advanced Engineered Cementitious Composites, PhD.
Lăzărescu, Developing Fibre Engineered Cementitious Materials with Self-Healing abilities (SH-FECM) by using polyvinyl alcohol fibres and supplementary powder addition, Proceedings of the fib Symposium (2019) 387-294 [21] C.
Mircea, Optimizing approach on Fibre Engineered Cementitious Materials with Self-Healing capacity (SH-FECM) by the use of slurry lime (SL) addition, MATEC Web of Conferences 289 (2019), 01001.

Application of Energy Dissipation Technology to C-category Frame Structure of School Buildings for Seismic Retrofit of Increasing Precautionary Intensity Dagen Weng a, Chao Zhang b and Xilin Lu c State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 20092, China awdg@tongji.edu.cn, b2009_zhangchao@tongji.edu.cn, clxlst@tongji.edu.cn Keywords: Seismic Retrofit; Energy Dissipation Technology; Seismic Precautionary Intensity; C-Category Frame Structure; School Building Abstract.
Demonstration of an Engineering Example in the Project Application Overview of the Project.
Monograph NO.1 Buffalo (NY): Multidisciplinary Center for Earthquake Engineering Research (1998) [9] K.
Watanabe: ASCE, Journal of Structural Engineering.
Deng: Journal of Earthquake Resistant Engineering and Retrofit.

Lam, “Solutions to improve the quality of mass concrete construction in climate conditions of Southern Vietnam”, International Journal of Innovative Technology and Exploring Engineering, 8 (2019) 188-191 [2]B.
Mavani, Methodology for Prevention and Repair of Cracks in Building, GRD Journals- Global Research and Development Journal for Engineering, 3(2018) 52-57 [4] H.
Li, “Crack Risk Evaluation of Early Age Concrete Based on the Distributed Optical Fiber Temperature Sensing, Advances in Materials Science and Engineering”, 2016 (2016)1-12 [7] G.
Chanvillard, “Mechanical characterization of the self-healing effect of cracks in Ultra High Performance Concrete“ R&DO, Research Institute of Mechanics and Civil Engineering - Ecole Centrale de Nantes, (2005) 2-14 [47]D.
Schlangena, Application of bacteria as self-healing agent for development of sustainable concrete, Ecological Engineering, 36(2010)231-233 [52] M.

[5] Latour, M., Piluso, V., Rizzano, G., Rotational behavior of column base plate connections: Experimental analysis and modelling, Engineering Structures, 68 (2014), 14-23
Dexter, Synthesis of design, testing and analysis research on steel column base plate connections in high seismic zones, Structural Engineering Report No.
ST-04-02, Department of Civil Engineering, University of Minnesota, 2005
UCB/EERC-94/09, Earthquake Engineering Research Center, University of California at Berkeley, 1994
[9] Della Corte, G., Petruzzelli, F., Iervolino, I., Structural modelling issues in seismic performance assessment of industrial steel buildings, 4th Thematic ECCOMAS Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 2013, Kos, Greece, paper ID 1461

Diamond tools in stone and civil engineering industry: cutting principles, wear and applications [J].
Materials Science and Engineering: A, 2009, 523(1): 226-234
Key Engineering Materials, 2007, 359-360: 15-18
Materials Science and Engineering: A, 2008, 495(1-2): 70-74
Key Engineering Materials, 2001, 202-203: 345-348

International Journal of Constructive Research in Civil Engineering (IJCRCE). 2(5), (2016) 36-42
Structural Engineering and Mechanics. 67(5) (2018) 517-525
Structural engineering and mechanics. 65 (2018) 335-342
Structural Engineering and Mechanics. 73(2) (2020) 209-223
Structural Engineering and Mechanics. 70(3) (2019). 269-277

Numerical Analysis and Simulation of Spatial Concrete Frames after Fire Min Xia1,2,a, Jiangtao Yu2,b and Zhoudao Lu2,c 1Jiangsu Key Laboratory of Structure Engineering (University of Science and Technology of Suzhou), Suzhou, 215011,China 2Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai, 200092, China axiamin_chj@163.com, b0310020160@tongji.edu.cn, cluzhoudao@163.com Keywords: spatial concrete frame; element model; fire response; damage evaluation; numerical simulation Abstract: In order to analyze the mechanical properties under three conditions of fire-damage, rehabilitation and strengthening of spatial concrete frame structures after fire, two novel numerical models are developed in this paper by dividing the cross-sections of beams and columns into a lot of concrete fibers and steel fibers and dividing slabs into several layers along the direction of the slab thickness based on the concept of the fiber element model and the layered shell
Shanghai: Institute of Structural Engineering and Disaster Reduction of Tongji University, 1990,12
Holistic behaviour of concrete buildings in fire[C]// Proceedings of the Institution of Civil Engineers, Structures and Buildings, England, Thomas Telford Services Ltd, 2002, 152(3):199~212
Shanghai: Institute of Structural Engineering and Disaster Reduction of Tongji University, 1989,3
Shanghai: Institute of Structural Engineering and Disaster Reduction of Tongji University, 2007.

Experimental Setup The basis for the investigations in this paper is a strip drawing test rig according to the VDA standard [25], which is located at the Institute for Production Engineering and Forming Machines (PtU) in Darmstadt, Germany.
Mass production-line and process route to enable the use of high strength aluminium alloy materials in car body engineering.
Archives of Civil and Mechanical Engineering 2018;18(3):723–30. https://doi.org/10.1016/j.acme.2017.12.001
Procedia Engineering 2017; 207: 711–6. https://doi.org/10.1016/j.proeng.2017.10.1046
Procedia Engineering 2017;207:723–8. https://doi.org/10.1016/j.proeng.2017.10.819