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Acknowledgments The financial support of the Italian Department of Civil Protection (ReLUIS 2021 Grant—Innovative Materials) is gratefully acknowledged.
Prota, In-plane behaviour of tuff masonry strengthened with inorganic matrix–grid composites, Composites Part B: Engineering 45 (2013) 1657–1666.
Mazzotti, Cyclic bond behavior of FRCM composites applied on masonry substrate, Composites Part B: Engineering 169 (2019) 189-199.
Papanicolaou, Effect of High Temperatures on the TRM-to-Masonry Bond, Key Engineering Materials 747 (2017) 533-541.
De Fazio, Bond Behaviour of FRCM Composites: Effects of High Temperature, Key Engineering Materials 817 (2019) 161-166.

One aspect relevant to this development refers to integration of engineering to devise ways that enable the reuse of materials considered as waste, but with great potential of applicability in the building industry itself, through the generation of appropriate technologies and products that can be an alternative to social housing.
The second test for acoustic evaluation was performed in the reverberant chamber in the Acoustic Laboratory of Mechanical Engineering of UFPB, which consists of a room with a volume of 50 m³, built for the testing of acoustic transmission, composed of walls and concrete slabs with 40 cm thick.
Recycled sand and PET bottles were used, which represents a contribution with regard to the issue of sustainability in civil construction.

Emergency Response and Control Technology for Landslides in Northern Fujian Zhu Delianga and Li Hengganb School of Civil Engineering and Architecture, Wuyi University, Fujian, 354300 aemail: wysszdl@sina.com, bemail: 18960626268@163.com Keywords: mountainous region of Northern Fujian; landslide; emergency response and control; comprehensive control operation.
About the Authors First author: Zhu Deliang (1970 –): male; Han nationality; Master’s Degree; senior engineer Major field of study: rock and soil engineering Second author: Li Henggan (1980 –): male; Han nationality; Bachelor’s Degree; lecturer Major field of study: Construction management References [1] Z.R.
Zhang: Chinese Journal of Rock Mechanics and Engineering Vol. 25 (2006), pp. 399-406
He: Engineering Geology.
Fu: Foundation Engineering (2nd ed.).

Experimental Study on Aseismatic Property of A Two-bay Two-story Lightweight Steel Frame Feng XU1, 2, a, Lianguang JIA2,a, Ming Liu1, 2,a and Jing Pan1, 2,b 1 Faculty of infrastructure Engineering, Dalian University of Technology, Dalian, China 2 School of Civil Engineering, Shenyang JianZhu University, Shenyang, China aliumingsy2008@163.com, bpanjing81@126.com Keywords: lighweight steel frame; aseismatic property; low –cycle repetitive loading experiment Abstract.
Journal of Structural Engineering, ASCE, Vol.11 (2003), p. 1596-1606
Journal of Engineering Mechanics, Vol.2 (2003), p. 181-187
Earthquake Engineering and Engineering Vibration, Vol.26 (2006), p. 114-119
Earthquake Engineering and Engineering Vibration, Vol.22(4), (2002)

SURFACE CRACKS IN ROUND BARS UNDER CYCLIC TENSION OR BENDING Andrea Carpinteri1, a and Sabrina Vantadori1,b 1 Department of Civil and Environmental Engineering & Architecture, University of Parma, Via G.P.
Engineering Fracture Mechanics Vol. 8 (1976), 731-736
Engineering Fracture Mechanics Vol. 42 (1992), 1035-1040
Nuclear Engineering and Design Vol. 214 (2002), 137-145
Engineering Fracture Mechanics Vol. 30 (1988), 641-654

[3] Fajfar, P., Capacity spectrum method based on inelastic demand spectra, Earthquake Engineering & Structural Dynamics, Vol. 28, Issue 9, pp. 979-993, (1999)
Part II: infilled structures, Journal of Earthquake Engineering, vol.1, n.3, pp. 475-503, (1997)
[11] De Angelis, F., An internal variable variational formulation of viscoplasticity, Computer Methods in Applied Mechanics and Engineering, Vol. 190, n. 1-2, pp. 35-54, (2000)
Journal for Multiscale Computational Engineering, Vol. 5, n. 2, pp. 105-116, (2007)
[25] Mainstone R.J., On the stiffness and strength of infilled frames, Proceedings of the Institution of Civil Engineers, Supplement (IV), Paper n. 7360S, pp.57-89, (1971)

Rathi, Abrasive Waterjet Machining-A State of Art IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) 2014. 11(3): p. 59-64
Precision Engineering, 2016. 43: p. 86-92
Precision Engineering, 2015. 42: p. 93-100
Procedia Engineering, 2016. 149: p. 276-282
Procedia Engineering, 2016. 149: p. 48-55

Comparative Study between Two Substrates of Constructed Wetlands in the Treatment of Domestic Wastewater in Arid Regions Youcef Sara11,a*, Seghairi Nora1,b, Djoudi Ramzi2,c 1Research Laboratory in Civil Engineering, Hydraulics, Sustainable Development, and Environment (Larghyde).
Ecological engineering, 2015. 82: p. 49-56
Ecological engineering, 2012. 47: p. 209-213
Ecological engineering, 2014. 68: p. 124-132
Ecological engineering, 2011. 37(2): p. 99-112

Study on Performance of Normal and Compaction-free Porous Concrete permeable base Yanping Sheng1, a,Haibin Li2,b, Bowen Guan1,c 1 Engineering Research Center of Transportation Materials,Ministry of Education, Chang’an University,Xi’an 710064, China; 2Department of Architecture and Civil Engineering ,Xi’an University of Science and Technology,Xi’an, 710054, China ashengyanping2003@yahoo.com.cn bhaibinlee@126.com cguanbowen2001@163.com Keywords: porous concrete; permeable base; compaction-free; performance Abstract.
The porous concrete permeable base has been applied in many engineering at home and abroad.
Mix design of porous concrete with non-vibration molding.Journal of Traffic and Transportation Engineering,9(1),pp44-49.
Journal of Structural and Construction Engineering, 75(647), pp25-31, (in Japanese) [15] Zhang, M.G.
Journal of Structural and Construction Engineering, 76(665), pp1205-1212(in Japanese) [16] Jiao Tong Jian(JTG E30-2005) ,Test Methods of Cement and Concrete for Highway Engineering (in Chinese).

Currently, plates made of laminated composite material are been progressively used in numerous civil engineering structures, aerospace and automotive parts as they offer superior stiffness, impact resistance, and durability when compared with rest of the materials.
Modal analysis is a technique used in mechanical engineering and structural analysis to examine the natural frequencies and respective mode shapes.
By identifying these natural frequencies and corresponding deformations, engineers can better understand how a structure will behave under different conditions and design structures to avoid resonance, which can cause unwanted vibrations and damage.
Its circular shape, when thoughtfully engineered, promotes even stress distribution, reducing the risk of structural failures, especially in the context of a suspension strut for an automobile chassis.
Engineering Solid Mechanics 3 (2015) 43–50 [11] Bicos, A.