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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.
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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.

Diamond tools in stone and civil engineering industry: cutting principles, wear and applications [J].
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[5] Latour, M., Piluso, V., Rizzano, G., Rotational behavior of column base plate connections: Experimental analysis and modelling, Engineering Structures, 68 (2014), 14-23
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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

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The promulgation of these codes and standards fill the field blank of wooden structure and provide reliable technical support and theoretical basis for engineers and technicians.
Because the development of wooden structure has been broken down for several years, in Chinese higher engineering education, wooden structure related courses have not been included in the basic teaching plan.
First of all, start from the higher engineering education to train high quality wooden architectural professional and technical personnel.
References [1] Civil Engineering Structure Group from Tsinghua University, Southwest Jiaotong University, Beijing Jiaotong University.
Structural Engineers, No.1, p.1-10. (2004) [16] Zhang Qingping, Chen Jun.

IOP Conference Series: Materials Science and Engineering. (2017). 262(1). 012025. https://doi.org/10.1088/1757-899X/262/1/012025 [9] G.S.
IOP Conference Series: Materials Science and Engineering (2016). 156(1). 012042 [12] J.
Timokhin et al, Self-compacting concrete using pretreatmented rice husk ash, Magazine of Civil Engineering (2018). 79(3).
Viskhanov, Utilization of Cement Kiln Dust in Production of Alkali-Activated Clinker-Free Binders, Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" (ISEES 2019).1. - Pp. 457-460
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Recurrence Plot and Recurrence Quantification of the Dynamic Properties of Cross-Shaped Laminated Energy Harvester HARRIS Peter1,a, LITAK Grzegorz2,3, b *, IWANIEC Joanna4,c, BOWEN Christopher R.1,d 1Department of Mechanical Engineering, University of Bath, Bath BA2 7AY, UK 2AGH University of Science and Technology, Faculty of Mechanical Engineering and Robotics, Department of Process Control, Mickiewicz Alley 30, 30-059 Krakow, Poland 3Lublin University of Technology, Faculty of Mechanical Engineering, Nadbystrzycka 36, 20-618 Lublin, Poland 4 AGH University of Science and Technology, Faculty of Mechanical Engineering and Robotics, Department of Robotics and Mechatronics, Mickiewicz Alley 30, 30-059 Krakow, Poland ap.j.harris@bath.ac.uk, bg.litak@pollub.pl, cjiwaniec@agh.edu.pl, dc.r.bowen@bath.ac.uk * corresponding author Keywords: energy harvesting, bistable laminated plate, cross-shaped laminated plate, recurrence plots, RQA analysis.
The research leading to these results has received funding from the European Research Council under the European Union's Seventh Framework Programme (FP/2007-2013) / ERC Grant Agreement no. 320963 on Novel Energy Materials, Engineering Science and Integrated Systems (NEMESIS).
Naprstek, Stochastic Resonance – Challenges to Engineering Dynamics, in B.H.V.
Kurths (Eds.), Computation Technology Reviews, vol. 12, Civil-Comp Ltd.

Jassam4, Sam Sung Ting5, Omar S Dahham6, Nik Noriman Zulkepli6a* 1Department of Chemistry, Faulty of pharmacy, Qassioun Private University, Damascus, Syria 2Chemistry Department, Umm Al-Qura University, Al-Qunfudah University College, Al-Qunfudah Center for Scientific Research (QCSR), Saudi Arabia 3Department of Civil Engineering, Al-Maaref University College, Ramadi, Iraq 4Civil engineering department, Faculty of engineering, Technology and Built Environment, UCSI University, Kuala Lumpur 56000, Malaysia 5School of Bioprocess Engineering, Universiti Malaysia Perlis (UniMAP), Kompleks Pengajian Jejawi 3, 02600 Arau, Perlis, Malaysia 6Center of Excellence Geopolymer and Green Technology (CEGeoGTech), Faculty of Engineering Technology (FETech), Universiti Malaysia Perlis (UniMAP), Level 1 Block S2, UniCITI Alam Campus, Sungai Chucuh, Padang Besar, 02100, Perlis
Huge amount of applications could be generated from halloysite nanotubes accompanied by unusual meso-structure nanotubular these applications are adsorbents, tissue engineering, delivery of drug, polymers reinforcement nanotemplates, and enzymatic nanoreactors [13].

A Nonlinear Study on the Prestressed Structure of High Strength Concrete - Steel Fiber Concrete Huabin Wen 1, a, Yulin Zhan 2,b and Haibo Liu 2,c 1School of Mechanical Engineering,Sichuan University of Science&Engineering, Zigong 643000,China 2School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031, China aSichuanwhb@sina.com, bzhanyulin2002@163.com, cliuhaibo@swjtu.cn Keywords: High strength concrete; steel fiber concrete; nonlinear; finite element method Abstract:In the construction of high-rise buildings, large span structures and tall structures, the combinatorial design structure of high strength concrete, steel fiber concrete, prestressed tendon and ordinary steel bar is a main measure to bring the advantages of high strength concrete into full play.
In practical engineering, mechanical properties of high strength concrete are often improved by adulterating fiber in concrete.
Acknowledgements This work was financially supported by Project of the Department of Education,Sichuan Province(09ZC059),Specialized Research Fund for the Doctoral Program of Higher Education(20090184120033), Process Equipment and Control Engineering Key laboratory OpenFund Project at Sichuan Higher Learning Schools(gk201007) and Eleventh-Five-year Projects of National Science & technology (2008BADC4B15) References [1]Zhao Guofan, Structures of Higher Reinforced Concrete[M].
ANSYS numerical analysis of structural engineering [M].

Chancellor, Damage-free seismic resistant self-centering concentrically-braced frames, ATLSS Report 10-09, Advanced Technology for Large Structural Systems Engineering Research Center, Bethlehem, PA, United States, 2010 [2] M.R.
Hajjar, Large-scale cyclic and hybrid simulation testing and development of a controlled rocking steel building system with replaceable fuses, Report NSEL-025, Newmark Structural Engineering Laboratory, Urbana IL, United States, 2010 [3] X.
Blume Earthquake Engineering Center, Stanford, CA, United States, 2011 [4] L.
Gonner, Design concepts for damage-free seismic-resistant selfcentering steel concentrically braced frames, in: Structures Congress 2009, Austin, TX, American Society of Civil Engineers, Reston, VA, 2009, pp. 1421-1430 [9] D.A.
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