[1] W. C. Liu and W. C. Huang, Close range digital photogrammetry applied to topography and landslide measurements, Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. - ISPRS Arch., 41 (2016) 875–880, doi: 10.5194/isprsarchives-XLI-B5-875-2016.
[2] A. Goktepe and E. Kocaman, Analysis of camera calibrations using direct linear transformation and bundle adjustment methods, Sci. Res. Essays, 5 (2010) 869–872.
[3] Z. DURAN and M. E. ATİK, Accuracy comparison of interior orientation parameters from different photogrammetric software and direct linear transformation method, Int. J. Eng. Geosci., 6 (2021) 74–80, doi: 10.26833/ijeg.691696.
[4] P. Kozikowski, Extracting Three-dimensional Information from SEM Images by Means of Photogrammetry, Micron, 134 (2020) 0–4, doi: 10.1016/j.micron.2020.102873.
[5] E. Stylianidis, P. Patias, V. Tsioukas, L. Sechidis, and C. Georgiadis, a Digital Close-Range Photogrammetric Technique for Monitoring Slope Displacements, Proc. of11th FIG Symp. Deform. Meas. Santorini, Greece, 2003.
[6] M. H. M. Room and A. Ahmad, Mapping of a river using close range photogrammetry technique and unmanned aerial vehicle system, IOP Conf. Ser. Earth Environ. Sci., 18 (2014), doi: 10.1088/1755-1315/18/1/012061.
[7] C. Fraser and H. Hanley, Developments in Close-Range Photogrammetry for 3D Modelling: the iWitness Example, Process. Vis. using High-Resolution Imag.,4 (2004) 18–20, [Online]. Available: http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.118.6808.
[8] A. Jebur, F. Abed, and M. Mohammed, Assessing the performance of commercial Agisoft PhotoScan software to deliver reliable data for accurate3D modelling, MATEC Web Conf., 162, 2018,11, doi: 10.1051/matecconf/201816203022.
[9] A. Z. Khalaf, A. Hameed, G. Branch, and G. Branch, Orthomosaic from Generating 3D Models with Photogrammetry, 5 (2020) 48–60.
[10] A. A. Belmonte, M. M. P. Biong, and E. G. Macatulad, DEM generation from close-range photogrammetry using extended python photogrammetry toolbox, Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. - ISPRS Arch., 42 (2013) 11–19, doi: 10.5194/isprs-archives-XLII-4-W5-11-2017.
[11] J. Timur, Accuracy of DSM By Using Unmanned Aerial Vehicles on the Downstream of Welang Riverbank, District of Pasuruan, Jawa Timur, 2021, doi: 10.1016/j.jhydrol.2015.09.069.A.
[12] S. I. Jiménez-Jiménez, W. Ojeda-Bustamante, M. D. J. Marcial-Pablo, and J. Enciso, Digital terrain models generated with low-cost UAV photogrammetry: Methodology and accuracy, ISPRS Int. J. Geo-Information, 10 (2021), doi: 10.3390/ijgi10050285.
[13] J. Hu, E. Liu, and J. Yu, Application of Structural Deformation Monitoring Based on Close-Range Photogrammetry Technology, Adv. Civ. Eng., 2021 (2021), doi: 10.1155/2021/6621440.
[14] C. Fraser, S. Cronk, and H. Hanley, Close-range photogrammetry in traffic incident management, Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. - ISPRS Arch., 37 (2008) 125–128.
[15] G. Zhao, C. Zhang, X. Jing, X. Ling, and S. Chen, Study on the Technologies of Close Range Photogrammetry and Applications in the Manufacture of Aviation, 164 (2018) 480–487, doi: 10.2991/icmse-18.2018.91.
[16] W. YiMeng, Y. ShuYUe, R. Shuai, C. Shuai, and L. JingZhun, Close-range industrial photogrammetry and application: review and outlook, 2020, doi: 10.1117/12.2576470.
[17] P. Burdziakowski and P. Tysiac, Combined close range photogrammetry and terrestrial laser scanning for ship hull modelling, Geosci., 9 (2019) 242 , doi: 10.3390/geosciences9050242.
[18] X. Jing, C. Zhang, Z. Sun, G. Zhao, and Y. Wang, The Technologies of Close-range Photogrammetry and Application in Manufacture, Proc. 3rd Int. Conf. Mechatronics, Robot. Autom., 15 (2015) 988–994, doi: 10.2991/icmra-15.2015.192.
[19] M. A. Thomas, M. F. Hassan, W. S. I. Wan Salim, S. A. Osman, H. Mustafa, and M. A. Jalal, Reconstruction of 3D models in automotive engineering applications using close-range photogrammetry approach, J. Adv. Res. Fluid Mech. Therm. Sci., 61 (2019) 220–232.
[20] A. Khalaf, T. Ataiwe, I. Mohammed, and A. Kareem, 3D Digital modeling for archeology using close range photogrammetry, MATEC Web Conf., 162, 2018,162–165, doi: 10.1051/matecconf/201816203027.
[21] F. M. Abed, M. U. Mohammed, M. U. Mohammed, and S. J. Kadhim, Architectural and Cultural Heritage conservation using low-cost cameras, Appl. Res. J., 3 (2017) 376–384, [Online]. Available: http://arjournal.org.
[22] J. Sužiedelytė-Visockienė, R. Bagdžiūnaitė, N. Malys, and V. Maliene, Close-range photogrammetry enables documentation of environment-induced deformation of architectural heritage, Environ. Eng. Manag. J., 14 (2015) 1371–1381, 2015, doi: 10.30638/eemj.2015.149.
[23] M. A. Aguilar et al., Application of close-range photogrammetry and digital photography analysis for the estimation of leaf area index in a greenhouse tomato culture, Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. - ISPRS Arch., 38 (2010) 5–10, [Online]. Available: http://www.scopus.com/inward/record.url?eid=2-s2.0-84896969703&partnerID=tZOtx3y1.
[24] D. J. Benton, A. J. Chambers, M. J. Raffaldi, S. A. Finley, and M. J. Powers, Close-range photogrammetry in underground mining ground control, Remote Sens. Syst. Eng. VI, 9977 (2016) 997707, doi: 10.1117/12.2236691.
[25] D. A. Hussien, F. M. Abed, and A. A. Hasan, Stereo photogrammetry vs computed tomography for 3D medical measurements, Karbala Int. J. Mod. Sci., 5 (2019) 201–212, doi: 10.33640/2405-609X.1130.
[26] J. Yang, Q. Zhou, and Q. Wang, Close-range photogrammetry for the modelling of mouldboard plough surfaces, PIAGENG 2013 Image Process. Photonics Agric. Eng., 8761 (2013) 87610D, doi: 10.1117/12.2019652.
[27] A. Jameel, Establishment oF 3D Model with Digital Non-Metric Camera in Close Range Photogrammetry, 31 (2013) 1601–1611.
[28] A. Zedan Khalaf and A. J. Salah Al-Saedi, Assessment of Structure with Analytical Digital Close Range Photogrammetry, Eng. Technol. J., 34 (2016) 2140–2151.
[29] T. N. Ataiwe, I. Hatem, and H. M. J. Al Sharaa, Digital Model in Close-Range Photogrammetry Using a Smartphone Camera, 04005 (2021) 1–11.
[30] C. Vi and W. G. Vi, Digital Photogrammetry At Graduated Study in Uaceg, October, 2000.
[31] S. M. Walker, A. L. R. Thomas, and G. K. Taylor, Photogrammetric reconstruction of high-resolution surface topographies and deformable wing kinematics of tethered locusts and free-flying hoverflies, J. R. Soc. Interface, 6 (2009) 351–366, doi: 10.1098/rsif.2008.0245.
[32] H. Rüther, J. Smit, and D. Kamamba, A Comparison of Close-Range Photogrammetry to Terrestrial Laser Scanning for Heritage Documentation, South African J. Geomatics, 1 (2012) 149-162–162.
[33] B. Triggs, P. F. McLauchlan, R. I. Hartley, and A. W. Fitzgibbon, Bundle adjustment – a modern synthesis, Lect. Notes Comput. Sci. (including Subser. Lect. Notes Artif. Intell. Lect. Notes Bioinformatics), 1883 (2000) 298–372, doi: 10.1007/3-540-44480-7_21.
[34] J. A. Doumit, From Drones to Geospatial Data, 2019, [Online]. Available: https://www.researchgate.net/publication/330555127.
[35] N. Börlin, A. Murtiyoso, P. Grussenmeyer, F. Menna, and E. Nocerino, Flexible photogrammetric computations using modular bundle adjustment: The chain rule and the collinearity equations, Photogramm. Eng. Remote Sensing, 85 (2019) 361–368, doi: 10.14358/PERS.85.5.361.
[36] K. Jacobsen, Methods of Block adjustment and Analoge Adjustment, , 1960.
[37] K. L. A. El-Ashmawy, Block Adjustment Using Control Distances Constraint, , 03 (2021) 253–257, doi: 10.1177/1455072596013005-612.
[38] N. Yastikli, I. Bagci, and C. Beser, The processing of image data collected by light UAV systems for GIS data capture and updating, Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. - ISPRS Arch., 40 (2013) 267–270, doi: 10.5194/isprsarchives-XL-7-W2-267-2013.
[39] G. Vacca, “Overview of Open Source Software for Close Range Photogrammetry, Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. - ISPRS Arch., 42 (2019) 239–245, doi: 10.5194/isprs-archives-XLII-4-W14-239-2019.
[40] W. Faig, Calibration of Close-Range Photogrammetric Systems: Mathematical Formulation., Photogramm. Eng. Remote Sensing, 41 (1975) 1479–1486.
[41] D. T. Y. Al -Qaysi, Design A Criterion for the Determination of the Interior Orientation Parameters of Non-Metric ( Digital Camera ), M. Sc. Thesis submitted to the Universty of Technology- Iraq, 2016.
[42] Instruction Manual Canon EOS 500D Digital Camera, Instruction Manual, Guide Book, South America, 2003.
[43] D. George and P. Mallery, “Simple Linear Regression,” IBM SPSS Stat. 25 Step by Step, no. Ed 8, 207–221, 2020, doi: 10.4324/9781351033909-22.
[44] M. Otivation and I. Ntroduction, Machine Learning and Data Mining, 2012, doi: 10.13140/RG.2.2.20395.49446/1.
[45] B. B. Frey, Standard Error of Measurement, SAGE Encycl. Educ. Res. Meas. Eval., 2018, doi: 10.4135/9781506326139.n658.
[46] R. Gonzalez, Lecture Notes 7 : Residual Analysis and Multiple Regression 7-1 Lecture Notes (7) : Residual Analysis and Multiple Regression, Nonlinearity, 2 (2011) 1–22.
[47] A. C. Cameron and F. A. G. Windmeijer, R-squared measures for count data regression models with applications to health-care utilization, J. Bus. Econ. Stat., 14 (1996) 209–220, doi: 10.1080/07350015.1996.10524648.
[48] N. Q. Long, X. Bui, N. V. Nghia, and P. Van Chung, Lightweight Unmanned Aerial Vehicle and Structure-from-Motion Photogrammetry for Generating Digital Surface Model for Open-Pit Coal Mine Area and Its Accuracy Assessment, Adv. Appl. Geospatial Technol. Earth Resour., 2017, 2018, doi: 10.1007/978-3-319-68240-2.
[49] D. K. Lee, J. In, and S. Lee, Standard deviation and standard error of the mean, Korean J. Anesthesiol., 68 (2015) 220–223, doi: 10.4097/kjae.2015.68.3.220.