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Hadad2,b, Christian Carloni3,c, Claudio Mazzotti4,d and Antonio Nanni5,e 1,2,5Department of Civil, Arch. & Environ.
Engineering, University of Miami. 1215 Memorial Drive, Coral Gables, FL. 33146, United States of America 3Department of Civil Engineering, Case Western Reserve University, 10900 Euclid Avenue, Cleveland, OH 44106, United States of America 4Department of Civil, Chem., Environ. and Materials Engineering, University of Bologna.
Introduction An interesting topic in Civil Engineering is the rehabilitation and strengthening of different types of existing structures.

Superelastic SMAs are being used for research on the self-resilience of concrete beams as well as for civil engineering and architectural structures in various forms [6,7,8].
Delemont, Seismic Retrofit of Simply Supported Bridges Using Shape Memory Alloys, Engineering Structures (2002); 24: 325-332
Czaderski, Applications of Shape Memory Alloys in Civil Engineering Structures-overviews, Limits and New Ideas, Mater Struct (2005):38: 578-592
Ma, HN Li, Applications of Shape Memory Alloys in Civil Structures, Eng Struct (2006);128: 1266-1274
[7] TW Duerig, Engineering Aspects of Shape Memory Alloys, London: Butterworth-Heinemann; (1990)

Effect of Blasting on the Adjacent Underground Tunnels Zusong Wu1, a, Guangqi Chen1, b, Kouki Zen1, c, Kiyonobu Kasama1, d and Daoliang Wang2, e 1Geo-Disaster Prevention Lab.2, Dept. of Civil and Structural Engineering, Kyushu University, in Japan 819-0395 2China Merchants Chongqing Communications Research & Design Institute Co.
,Ltd., in china 400067 awzsonghot@hotmail.com, bchen@civil.kyushu-u.ac.jp, czen@civil.kyushu-u.ac.jp, dkasama@civil.kyushu-u.ac.jp, evictor841017@163.com Keywords:underground structure, blasting, vicinal structure, blasting vibration, numerical simulation.
Paithankar: Engineering Geology, 37, 1994,pp. 247-262
[14] Li, F., Chen, W., Li, S., Li, T.: Chinese Journal of Rock Mechanics and Engineering, Volume 23, Issue SUPPL. 2, July 2004, pp. 4744-4748
[17] Gong, J., Xia, C., Zheng, Z., Tang, Y.: Chinese Journal of Rock Mechanics and Engineering Volume 26, Issue 9, September 2007, pp. 1882-1887

High Performance and Ultra-High Performace Fibre Reinforced Concrete with Stabilized Homogeneity Luboš Musil1,a*, Jan Vesecký1,b, Jan Kubát1,c and Jan Vodička1,d 1Faculty of Civil Engineering CTU Prague, Thákurova 2077/7, 166 29 Prague 6, Czech Republic alubos.musil@fsv.cvut.cz, b jan.vesecky@fsv.cvut.cz, cjan.kubat@fsv.cvut.cz, djan.vodicka@fsv.cvut.cz Keywords: UHPC, UHPFRC, segregation, steel fibres, concrete Abstract.
The first one was carried out in laboratory conditions at the Faculty of Civil Engineering (FCE), Czech Technical University (CTU) in Prague.
CZ.01.1.02/0.0/0.0/20_321/0025126 (Research and Development of the Application of UHPC for the Main Structural Elements of Civil Engineering Structures).
Rydval, Technology and properties of ultra high performance concrete, dissertation, Prague 2019, CTU in Prague [2] CTU in Prague, Faculty of Civil Engineering.

Temirbekov1,e, A Tukaziban1,f, Z Artyk1,g, C-S Shon1,h*, and D Zhang1,i 1Department of Civil & Environmental Engineering, Nazarbayev University, 53 Kabanbay Avenue, Astana, Kazakhstan, 010000 adulat.ualiyev@nu.edu.kz, banel.galymzhankyzy@nu.edu.kz, cislambek.manap@nu.edu.kz, dzhaniya.omarova@nu.edu.kz, edoszhan.temirbekov@nu.edu.kz, faizhan.tukaziban@nu.edu.kz, gzhanbolat.artyk@nu.edu.kz, h, *chang.shon@nu.edu.kz, idichuan.zhang@nu.edu.kz Keywords: geopolymer mixture, recycled waste PET fibers, waste glass sand, twisted fiber, and non-twisted fiber Abstract.
[5] Andiç‐Çakır Ö, Üzüm O, Yüksel C and Sarıkanat M, “Waste glass aggregate for cementitious and polymer concrete,” Proceedings of the Institution of Civil Engineers, Apr. 2016, doi: 10.1680/coma.15.00011
[6] Salim M U and Mosaberpanah M A, “The mechanism of alkali-aggregate reaction in concrete/mortar and its mitigation by using geopolymer materials and mineral admixtures: a comprehensive review,” European Journal of Environmental and Civil Engineering, 26, no. 14, pp. 6766–6806, Aug. 2021, doi: 10.1080/19648189.2021.1960899
[9] Mohammed A A and Mohammed I I, “Effect of Fiber Parameters on the Strength Properties of Concrete Reinforced with PET Waste Fibers,” Iranian Journal of Science and Technology-Transactions of Civil Engineering, 45, no. 3, pp. 1493–1509, Jun. 2021, doi: 10.1007/s40996-021-00663-2

Structural Performance Evaluation With Pushover Analysis Case Study : The Integrated Central Surgery Building, Bethesda Hospital in Yogyakarta EDY Purwanto1), AGUS Supriyadi2), MASBUDI3) 1), 2)SMARTQuake RG, Department of Civil Engineering, Sebelas Maret University, Indonesia 3)Student, Department of Civil Engineering, Sebelas Maret University, Indonesia Jl.
Department of Civil Engineering – Pelita Harapan University.
Journal Of Civil Engineering, Vol. 3

Risk Assessment of Airtightness of Building Envelope Michal Kraus1, a *, Petra Bednářová2,b and Karel Kubečka3,c 1 Institute of Technology and Business in České Budějovice Department of Civil Engineering Czech Republic ainfo@krausmichal.cz, bbednarova@mail.vstecb.cz, c karel.kubecka@seznam.cz Keywords: Risk management, risk analysis, risk assessment, risk assessment matrix, airtightness, air permeability, energy performance.
The next aim of the paper is introduction and utilization of Risk Assessment Matrix (RAM) in field of Civil Engineering.
Kraus, The Determinative Factors of Airtightness of Energy Efficient Buildings (Determinační faktory vzduchotěsnosti energeticky efektivních budov), PhD Dissertation, VSB - Technical University of Ostrava, Faculty of Civil Engineering, Czech Republic, 2014
Kubečková, Airtightness of Energy Efficient Buildings, in: 1st Annual International Conference on Architecture and Civil Engineering, Global Science and Technology Forum, Singapore, 2013, pp. 29 – 35

Collection of articles of the international scientific and technical conference Shlifabraziv-2014, Volgograd State University of Architecture and Civil Engineering, Volgograd, (2014) 106-110
Kurnosova, Physico-mechanical and operational characteristics of the recovered polishing materials of white electrocorundum, Intra-university scientific and technical conference of the teaching staff. digest of articles, Volgograd State University of Architecture and Civil Engineering, Volgograd, (2013) 54-57
Collection of articles of the international scientific and technical conference, Volgograd State University of Architecture and Civil Engineering, Volgograd, (2006) 50-51
Shumyacher, Stabilization and regulation of structural and mechanical characteristics of abrasive tools, Volgograd State University of Architecture and Civil Engineering, Volgograd, 2013

Experimental Study on Aerated Concrete Produced by Iron Tailings Yuze Tian Resource and Civil School, University of science and technology Liaoning, Anshan , China tianyuzhe@163.com Keywords: Iron tailings; Aerated concrete; Compressive strength Abstract.
References [1] Tingjie Guo: Resource Economization and Comprehensive Utilization, in China(1998.03), p.18-22) [2] Xia Cai: Metal Mine , in China (2000.10), p.45-48 [3] Zhenia Yan, Yanjun He, in: Practical Technology of using mining slag to product building materials , edited by Chemical industry press, in China 2002 [4] Xikang Yan etc., in:Civil Engineering Materials , edited by Tianjin University Press, in China 2004 [5] Youfa Weng, in: China Harbour Engineering, in China (2001.04), p.24-26 [6] Dechun Li etc., in: Building Block and Block Building, in China (1999,02), p.24-27  

The Connection Technology between Steel Structure and Wooden Antiqued Components Kun Wang1, a, Honggang Lei 2,b 1College of Architecture and Civil Engineering,Taiyuan University of Technology , China 2College of Architecture and Civil Engineering,Taiyuan University of Technology , China a66510370@qq.com, bLhgang168@126.com Keywords: Connection, wooden antiqued component, steel, fix, control.