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A typical application for these internal scanners are in industrial facilities, civil engineering, inspection/reverse engineering and surveying.
Mining – 3D scanner offers a solution designed to improve safety for personnel on the ground and in the cab with 24/7 precision positioning for collision avoidance systems, automatic stability monitoring to detect dangerous slope conditions and unmanned aerial systems for terrain mapping and volumetric measurement of hazardous areas. [3] Civil Infrastructure – The 3D scanner Spatial Station enables efficiently to collect accurate, detailed information on bridges, roads, tunnels, and other complex structures.
Engineering – Quickly survey topography, structures and conditions that affect engineering, design and construction using traditional survey measurements combined with point cloud data and geo-referenced images.

Influencing factor analysis on non-mining fracturing of shaft lining in thick topsoil layer Zhe Qin 1, a, Haibin Jia 2,b , Hailong Kong1,c 1College of Civil Engineering and Architecture, Shandong Key Laboratory of Civil Engineering Disaster Prevention & Mitigation, Shandong Univ. of Sci. & Tech., Qingdao, 266590, China 2Shandong Xinjulong Energy Limited Liability Company,Heze 274918,China aqinzhe88@qq.com, 251782546@qq.com, 375184178@qq.com Keywords: pitshaft, non-mining damage, influencing factors, numerical simulation, failure prediction.
An experimental frame for geomechanical engineering simulation and its application [J].
Chinese Jounal Of Geotechnical Engineering.1999, 21(06)：715-718.

Monitoring of Thermal Damage Evolution in Concrete Parts by Acoustic NDT Methods PLŠKOVÁ Iveta1,a*, MATYSÍK Michal1,b, CHOBOLA Zdeněk1,c 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic aplskova.i@fce.vutbr.cz, bmatysik.m@fce.vutbr.cz, cchobola.z@fce.vutbr.cz Keywords: Impact-echo, Concrete, Thermal Damage, NDT, Acoustic Methods.
Khoury, Effect of fire on concrete and concrete structures, Progress in Structural Engineering and Materials. 2 (4) (2000) 429-447
Kodur, Properties of Concrete at Elevated Temperatures, ISRN Civil Engineering.
Stavař, Evaluation of permeability tests of surface layer of concrete of various composition, Key Engineering Materials, 714 (2016) 171-178

Numerical Study of the Shear Stress Distribution in an I-Beam in the Load Application Zone Sergey Saiyan1,a* and Alexander Paushkin1,b* 1Moscow State University of Civil Engineering (MGSU) National Research University, 26 Yaroslavskoe highway, Moscow, 129337, Russian Federation aberformert@gmail.com, balexglebov@bk.ru Keywords: strength of materials, shear stress, welded I-beam, Saint-Venant principle Abstract.
Saiyan, Numerical study of the applicability of the Saint-Venant principle, RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering, Warsaw, Poland, August 21-25, 2017 Volume 11 [2] A.
Series: Materials Science and Engineering 365 (2018) 042026 [3] S.
Avakov, Some features of temperature field definition in axisymmetric problems, in: 2017 International Conference on Industrial Engineering, Applications and Manufacturing (ICIEAM), IEEE, 2017, pp. 1-5

Comparison of Acoustic Properties of the Peripheral Walls of Energy Efficient Buildings - Natural and Artificial Materials Naďa Zdražilová1,a*, Iveta Skotnicová1,b, Denisa Donová1,c and Jiří Winkler1,d 1Faculty of Civil Engineering, VŠB – Technical University of Ostrava, L. 
Thus, it was shown that the eco-friendly buildings are a competitive alternative in modern engineering not only with regard to their thermal insulating ability, but also in terms of building acoustics.
Hruba, Thermal technical assessment of selected constructions of wooden houses, In: ICMEMSCE (2nd International Conference on Mechanical Engineering, Materials Science and Civil Engineering) 2013: Beijing, China, vol. 470, 2014, pp. 988-991

Demountable Frame Structure with an Elastically Embedded Diaphragm WITZANY Jiří1,a, MAKOVIČKA Daniel2,b, ZIGLER Radek1,c* and POLÁK Aleš1,d 1CTU in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Praha 6, Czech Republic 2CTU in Prague, Klokner Institue, Šolínova 7, 166 08 Praha 6, Czech Republic awitzany@fsv.cvut.cz, bdaniel.makovicka@klok.cvut.cz, czigler@fsv.cvut.cz, dales.polak@fsv.cvut.cz Keywords: Dynamic Response; Frame Structure; Demountable Joints; Experiment; Diaphragm Abstract.
Research and Applications in Structural Engineering, Mechanics and Computation.
Insights and Innovations in Structural Engineering, Mechanics and Computation.
Czech Technical University in Prague, Faculty of Civil Engineering, Department of Building Structures Praha 6, CZ.

Assessment of Serviceability of the Footbridge Across Opatovska Street ŠÁNA Vladimír1,a Czech Technical University in Prague, Faculty of Civil Engineering, Department of Mechanics, Thakurova 7, 166 29 Prague, Czech Republic avladimir.sana@fsv.cvut.cz Keywords: Rimless Wheel Model; Biodynamic Models of Human Body; Human-Induced Vibration.
Ammann, Vibrations in Structures Induced by Man and Machine, Structural engineering documents, International Association for Bridge and Structural Engineering, Zurich, 1987
Archbold, et al., A parametric study of pedestrian vertical force models for dynamic analysis of footbridge, in: Proceedings of the 4th International Conference on Experimental Vibration Analysis for Civil Engineering Structures: EVACES, October 3-5, 2011, C.

Theoretical Research on The Dynamic Crack Propagation Velocity Based on Nonlocal Field Theories Liu Cai-ping 1, DUAN Qing-quan 2, Zuo Jian-ping3 1 School of Civil and Environment Engineering, University of Science and Technology Beijing, China 2 School of Mechanical and Electronic Engineering, China University of Petroleum(Beijing), Beijing, China 3 School of Mechanics & Civil Engineering, China University of Mining and Technology Beijing, China 1 liucp@ces.ustb.edu.cn, 2 dqq@cup.edu.cn, 3zjp@cumtb.edu.cn Keywords: Nonlocal field theories; Dynamic fracture; Crack propagation velocity Abstract.
Engineering, 165(1948), p16 [8] Lawn.

The Application of Unascertained Theory in Quality Comprehensive Evaluation of Bridge Engineering Hui Donga, Quanchen Gao b and Huaiwen Zhangc Mechanical and Architecture School, China University of Mining and Technology (Beijing), Beijing 100083, China; ahuigengdong@163.com, b gqc@cumtb.edu, c zhanghuaiwe@sohu.com Keywords: Unascertained Theory; Bridge Engineering; Quality Comprehensive Evaluation.
Expert's personal materials information slip Tables 3-3 Member's serial number professional title Professional title Working Years Judgement 1 Master Senior engineer of professor's 22 Very strong 2 Master Senior engineer 16 Very strong 3 bachelor Senior engineer 32 Very strong 4 bachelor Engineer 7 Strong 5 bachelor Engineer 3 Relatively strong So,。
Unit factors, we can get factors appraise matrix , so (19) （2）Unascertained evaluated synthetically In each factor ofare deducted to , so the matrix is (20) The index appearance is appraised and must be divided into finally to determine the nature: (21) Under the jurisdiction of the sureness of one degree of function We can get a unascertained matrix : (22) In , express appraise factor ,the factor relative to comment on in degree of function, we adopt unascertained math to assured degree of function, relative to comment on degree of function: (23) (24) (25) is subentry engineering or subsection engineering’s score。
Base on former works, we can get subentry engineering of bridge rights, as , to unascertained subjection matrix is : (26) Do and unascertained commutation, we can get the result: (27) Then unit's project must be divided into: (28) Judge the credit rating of the science of bridge building according to the stipulations of norm finally.
Journal of Harbin University of Civil Engineering and Architecture, 12 (4): 1-4 (1990) In Chinese [2] Kaidi Liu. unascertained mathematics.

Venizelou 7 & Delfon, 14452 Athens, GREECE, 2 Structures Laboratory, Dept. of Civil Eng.
The structure represented a 0.7-scale model of a real-size frame structure designed and detailed according to the standards prevailing in Greece in 60's, without engineered earthquake resistance.
An experimental program on torsionally unbalanced, two-storey, one-by-one bay concrete frame structure was carried out, at the Structures Laboratory of the Civil Engineering Department - University of Patras, employing the Pseudo-Dynamic Testing Method.
The structures represent 0.7-scale models of a real-size frame structure designed and detailed as old RC buildings in Greece, without engineered earthquake resistance.