The Academic Perspective Procedia publishes Academic Platform symposiums papers as three volumes in a year. DOI number is given to all of our papers.
Publisher : Academic Perspective
Journal DOI : 10.33793/acperpro
Journal eISSN : 2667-5862
[1] İskender H. Establishment of modern disaster management in Turkey: Operational improvements. Karadeniz Uluslararası Bilimsel Dergi 2021; 1(52): 243–255. doi: 10.17498/kdeniz.1019340.
[2] Gerdan S. GIS-based decision-support system applications in disaster management. Yönetim ve Ekonomi Dergisi, 2018;25(3):961–979. doi: 10.18657/yonveek.306383.
[3] Öcal A. Disaster management in Turkey: A spatial approach. International Journal of Disaster Risk Management, 2021;3(1):15–22. doi: 10.18485/ijdrm.2021.3.1.2.
[4] Rúa E, Comesaña-Cebral L, Arias P, Martínez-Sánchez J. A top-down approach for a multi-scale identification of risk areas in infrastructures: particularization in a case study on road safety. Eur. Transp. Res. Rev., 2022;14(1):39. doi: 10.1186/s12544-022-00563-0.
[5] Urlainis A, Shohet IM. A comprehensive approach to earthquake-resilient infrastructure: integrating maintenance with seismic fragility curves. Buildings, 2023;13(9):2265. doi: 10.3390/buildings13092265.
[6] Yu X, Jiang B, Jing H. Analysis of rail–bridge interaction of a high-speed railway suspension bridge under near-fault pulse-type earthquakes. Transportation Safety and Environment, 2024;6(3):tdad032. doi: 10.1093/tse/tdad032.
[7] Xing H, Liu Y, Sun X. Exceeding probability analysis for rail of high-speed railway under seismic excitations. RS, 2023;2(4):413–430. doi: 10.1108/RS-08-2023-0027.
[8] Xhaferaj I, Lako A, Shkodrani N. Seismic risk assessment of simply supported girders bridges. Civil and Environmental Engineering, 2023; 19(1):30–38. doi: 10.2478/cee-2023-0003.
[9] Wei B, Li C, Wang P, Jiang L, Wang T. The seismically induced failure sequence of multiple components of high-speed railway bridges under different earthquake intensities. J. vibroeng., 2020; 22(7):1629–1647. doi: 10.21595/jve.2020.21280.
[10] He J, Huang Y. Empitical vulnerability analysis of railway bridge seismic damage based on 2022 Menyuan earthquake. CEJ, 2023;33(3):370–382. doi: 10.14311/CEJ.2023.03.0028.
[11] Xu H, Xu J, Sun R, Pu H, Cheng Y. Rapid assessment and classification for seismic damage of mountain tunnel based on concentric circle method. Shock and Vibration, 2021;2021(1): 9944797. doi: 10.1155/2021/9944797.
[12] Kwon SY, Yoo M. A Study on the dynamic behavior of a vertical tunnel shaft embedded in liquefiable ground during earthquakes. Applied Sciences, 2021;11(4):1560. doi: 10.3390/app11041560.
[13] Dong Z, Kuo C, Yin J, Wen S, Liu G, Gou Y. Examination of longitudinal seismic vulnerability of shield tunnels utilizing incremental dynamic analysis. Front. Earth Sci., 2021;9:779879. doi: 10.3389/feart.2021.779879.
[14] Chen J. Research on railway tunnel risk control method based on data minings. in Sixth International Conference on Advanced Electronic Materials, Computers, and Software Engineering (AEMCSE 2023), L. Yang and W. Tan, Eds, Shenyang, China: SPIE, Aug. 2023, p. 93. doi: 10.1117/12.3004917.
[15] Li C, Chen W, Zhao W,Suzuki T, Shishikura Y. A Study on seismic isolation of shield tunnel using quasi‐static finite element method. Shock and Vibration, 2019;2019(1):6209409. doi: 10.1155/2019/6209409.
[16] Cao Y, Lan H, Li L. Disaster risk assessment for railways: Challenges and a sustainable promising solution based on BIM+GIS. Sustainability,2023;15(24):16697. doi: 10.3390/su152416697.
[17] Krutphong K, Tang J, Leelawat N. Development of a disaster risk profile in the public healthcare system durıng flood situaiıon: A case study of Nakhon Sawan City Municipality, Nakhon Sawan Provınce, Thailand’, presented at the DISASTER MANAGEMENT 2021, Rome, Italy, Dec. 2021, pp. 191–201. doi: 10.2495/DMAN210151.