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Important Aspects Influencing the Dynamic Parameters of Slender Pedestrian Bridges Formed by Stress Ribbon Structure Jan KOLÁČEK1,a*, Radim NEČAS1,b and Marek VELEŠÍK1,c 1Department of Concrete and Masonry Structures, Faculty of Civil Engineering, Brno University of Technology, Veveří 95, 602 00 Brno, Czech Republic akolacek.j@fce.vutbr.cz, bnecas.r@fce.vutbr.cz, cvelesik.m@fce.vutbr.cz Keywords: stress ribbon pedestrian bridges, modal analysis, natural frequencies and shapes, effect of temperature, effect of prestressing force, effect of discontinuous mass.
Structural Engineering. 1994. 120(7), p. 2233-2241
Structural Engineering, 1996. 121. p. 458-459

When bonded to or imbedded in load-carrying structures, FBG sensors may provide high-quality multi-point strain measurements in a variety of applications including civil, marine, and aerospace.
The element has the typical shell kinematic description with six engineering degrees-offreedom (dof's) defined at each node (see the illustration in Fig. 4).
Spangler: Computer Methods in Applied Mechanics and Engineering, Vol. 194 (2005), p. 327
Numerical Methods in Engineering, Vol. 44 (1999) p.1527

This necessitates a thorough insight between the technical, environmental and socio-economic norms for Architects, Engineers and Consultants to develop a sustainable thought process.
Thomas: An Experimental study clayey soil stabilized by copper slag, International Journal of Structural and Civil Engg.
Mistry: Fly Ash Bricks Masonry : An Experimental Study, National Conference on Recent Trends in Engineering & Technology, (2011)
Pitroda: Fly ash brick: Glass fibre the innovative concept for getting higher strength brick, International Journal of Innovative Research in Science, Engineering and Technology Vol. 2, No.3, (2013) [14] S.

Its production is intended for civil and military use. .
A perfect example of high tech industry that could develop only as a result of close cooperation with highly qualified engineer and scientist staff is precision industry.
More and more students choose studies in the technical - engineering field.
According to the conducted research it is known that in 2007 the study in engineering and technical faculties was undertaken by 32124 thousand students, while in 2012 the number grew to 39152 thousands.

Rodrigues3,e 1Department of Chemical Engineering, University of the Philippines Diliman, 1101 Diliman, Quezon City, Philippines 2College of Medicine, University of the Philippines Manila, 1000 Ermita, Manila, Philippines 3Department of Civil and Environmental Engineering, University of Houston, Houston, Texas 77204-5003, USA ajdperez@up.edu.ph, bjdperez1@up.edu.ph, craniv.rojo@up.edu.ph, dmp.dalida@gmail.com, edfrigirodrigues@uh.edu Keywords: chitosan, polyethyleneimine, graphene oxide, antimicrobial, reactive oxygen species Abstract.
This has been a significant concern in the medical, environmental, engineering, and food industries.

Mathematical Theory of Transversally Isotropic Shells of Arbitrary Thickness at Static Load Zelensky Anatoly Grigorievich1* 1Zaporizhzhya highway, house 74, apartment 393, the city of Dnipro, Ukraine, 49041 1*Department of structural mechanics and materials resistance, State Higher Educational Institution Pridneprovskaya State Academy of Civil Engineering and Architecture Chernyshevsky street, 24 а, the city of Dnepr, 49600, Ukraine *E-mail: a.zelensky@ukr.net Keywords: cross-isotropic shell of arbitrary thickness, variant of mathematical theory, Legendre polynomial, strained-deformed state, operator method.
Bedia, Static and dynamic be-havior of FGM plate using a new first shear deformation plate theory, Structural Engineering and Mechanics. 57(1) (2016) 127-140
Lizunov, Non-classical theory of shells and its application to solving engineering problems, izd-vo Lvovskogo un-ta, Lvov, 1978

Achumba4,f and Ezurike Okafor Sunday1,g 1Dept. of Electrical and Electronic Engineering, Imo State Polytechnic, Omuma, Nigeria 2Dept. of Electrical/Electronic Engineering, Federal University of Technology Owerri, Nigeria 3Dept. of Information Technology, Federal University of Technology, Owerri, Nigeria 4Dept. of Mechatronics Engineering, Federal University of Technology, Owerri, Nigeria aobi.anthonius@imopoly.edu.ng, bgloria.chukwudebe@futo.edu.ng, cnkwachukwu.chukwuchekwa@futo.edu.ng, dmathew.nwanga@futo.edu.ng, eekene.mbonu@futo.edu.ng, fifeyinwa.achumba@futo.edu.ng, go.ezurike@yahoo.co.uk Keywords: UAV, hazardous environments, RF-IoT integration, RF communication, GCS, IoT communication.
Wang, “A Review on UAV-Based Remote Sensing Technologies for Construction and Civil Applications,” 2022. doi: 10.3390/drones6050117

Sun, Mechanical Properties of Steel Fiber-Reinforced Concrete by Vibratory Mixing Technology, Advances in Civil Engineering, 11 (2018) 1–11
Čajka, Comparison of material properties of steel fiber reinforced concrete with two types of steel fiber, IOP Conference Series: Materials Science and Engineering (2019) 12039
Merklein, Validation of Kinematic Hardening Parameters from Different Stress States and Levels of Plastic Strain with the Use of the Cyclic Bending Test, Key Engineering Materials (2015) 385–392

Introduction Precast concrete structures are increasingly present in civil construction.
The numerical simulation was accomplished using the finite element method (FEM) by Diana V 9.2 software, registered by the Structural Engineering Department at São Carlos School of Engineering of University of São Paulo.
Acknowledgements To CNPq (National Council for Scientific and Technological Development) for the financial support to the authors, to the Laboratory of Informatics of the Structural Engineering Department at the University of São Paulo, to PPg of Federal University of Rio Grande do Norte and the Chan and Poh researchers.

Pseudo Strain Energy Density-based Structural Damage Identification CHEN Xiaoqiang1,2,a , ZHU Hongping, 1,2,b and WANG Dansheng 1,2,c 1 School of Civil Engineering & Mechanics, Huazhong University of Science & Technology, Wuhan 430074, P.
All of these can ensure its practicability and effectiveness when applied to actual engineering structures. 00.080.160.240.320.400.480.560.640.720.80 00.080.160.240.320.400.480.560.640.720.80 -10 -8 -6 -4 -2 0 2 4 6 8 10 x (m) y (m) Standardized APSEDR (z) 8.823(0.32,0.32) 8.618(0.32,0.40) -9.619(0.32,0.36) 1.172(0.32,0.68) 00.080.160.240.320.400.480.560.640.720.80 0 0.08 0.16 0.24 0.32 0.40 0.48 0.56 0.64 0.72 0.80 -2 -1 0 1 2 3 4 5 6 7 8 9 x (m) y (m) Standardized APSEDR (z) 7.923(0.32,0.40) 8.375(0.32,0.32) Fig.9.
Li, Journal of Engineering Mechanics, Vol. 132(2006), p.429 [3] P.C.