Effects of Inclination Angle and Height of Blast Load on the Dynamic Behavior of Floor Slabs with Stiffening Beams

[1] SNI 03-2847:2019, “SNI 03-2847:2019 Persyaratan Beton Struktural Untuk Bangunan Gedung Dan Penjelasan Sebagai Revisi Dari Standar Nasional Indonesia 2847 : 2013,” Badan Standarisasi Nas., vol. 03-2847:20, no. 8, pp. 1–695, 2019. Search in Google Scholar

[2] EL-HARBAWI, M. - AL-MUBADDEL, F.: “Risk of Fire and Explosion in Electrical Substations Due to the Formation of Flammable Mixtures,” Sci. Rep., vol. 10, no. 1, pp. 1–10, 2020, doi: 10.1038/s41598-020-63354-4. Search in Google Scholar

[3] PEREIRA, F. S. J. - de ALBUQUERQUE SOARES, W. - FITTIPALDI, E. H. D. - ZLATAR, T. -JUNIOR, B. B.: “Risk management during construction of electric power substations,” Gest. e Prod., vol. 26, no. 4, 2019, doi: 10.1590/0104-530X4639-19. Search in Google Scholar

[4] RIGBY, S. E. - TYAS, A. - BENNETT, T. - CLARKE, S. D. - FAY, S. D.: “The negative phase of the blast load,” Int. J. Prot. Struct., vol. 5, no. 1, pp. 1–19, 2014, doi: 10.1260/2041-4196.5.1.1. Search in Google Scholar

[5] KARLOS, V. - SOLOMON, G.: Calculation of blast loads for application to structural components. 2013. Search in Google Scholar

[6] BÖRNER, K. - BUECKLE, A. - GINDA, M.: “Data visualization literacy: Definitions, conceptual frameworks, exercises, and assessments,” Proc. Natl. Acad. Sci. U. S. A., vol. 116, no. 6, pp. 1857–1864, 2019, doi: 10.1073/pnas.1807180116. Search in Google Scholar

[7] IVÁNKOVÁ, O. - DROBNÝ, D. - MEDVECKÁ, S.: “Effects of Bracing of High-Rise Buildings upon their Static and Dynamic Behavior,” Civ. Environ. Eng., vol. 10, no. 1, pp. 10–15, 2014, doi: 10.2478/cee-2014-0002. Search in Google Scholar

[8] BUWONO, H. K. - ALISJAHBANA, S. W. - NAJID: “Modified Reed Equation of Blast Load on Plate with Stiffener,” Civ. Environ. Eng., vol. 17, no. 1, pp. 219–228, 2021, doi: 10.2478/cee-2021-0023. Search in Google Scholar

[9] GARVEY, W. D. - GRIFFITH, B. C.: “Scientific communication as a social system,” Science (80-. )., vol. 157, no. 3792, pp. 1011–1016, 1967, doi: 10.1126/science.157.3792.1011. Search in Google Scholar

[10] NICA, G. B.: “Modelling the Slab Failure of an Open Structure Acted by External Blast Loads,” Math. Model. Civ. Eng., vol. 12, no. 3, pp. 13–18, 2016, doi: 10.1515/mmce-2016-0010. Search in Google Scholar

[11] KARLOS, V. - SOLOMOS, G. - LARCHER, M.: “Analysis of the blast wave decay coefficient using the Kingery–Bulmash data,” Int. J. Prot. Struct., vol. 7, no. 3, pp. 409–429, 2016, doi: 10.1177/2041419616659572. Search in Google Scholar

[12] DEWEY, J. M.: “The Friedlander Equations,” pp. 37–55, 2018, doi: 10.1007/978-3-319-70831-7_3. Search in Google Scholar

[13] SMYTH, B. G. K.: “Polynomial approximation,” North-holl. Math. Stud., vol. 11, no. C, pp. 67–75, 2014, doi: 10.1016/S0304-0208(08)71986-8. Search in Google Scholar

[14] BRISEBARRE, N. - MULLER, J. M. - TISSERAND, A.: “Computing machine-efficient polynomial approximations,” ACM Trans. Math. Softw., vol. 32, no. 2, pp. 236–256, 2006, doi: 10.1145/1141885.1141890. Search in Google Scholar

[15] BUWONO, H. K. - ALISJAHBANA, S. W. - NAJID: “Modification Modeling Of The Friedlander’s Blast Wave Equation Using The 6th Order Of Polynomial Equation,” Int. J. Civ. Eng. Technol., vol. 11, no. 2, pp. 183–191, 2020. Search in Google Scholar

[16] BRYANT, L. M. - EREKSON, J. M. - HERRLE, K. W.: “Are you positive about negative phase?,” Struct. Congr. 2013 Bridg. Your Passion with Your Prof. - Proc. 2013 Struct. Congr., pp. 103–114, 2013, doi: 10.1061/9780784412848.010. Search in Google Scholar

[17] TUĞRUl, A. - SEVIM, B.: “Numerically and empirically determination of blasting response of a RC retaining wall under TNT explosive,” Adv. Concr. Constr., vol. 5, no. 5, pp. 493–512, 2017, doi: 10.12989/acc.2017.5.5.493. Search in Google Scholar

[18] ALISJAHBANA, S. W. - ALISJAHBANA, I. - GAN, B. S. - SAFRILAH - PUTRA, J. C. P.: “Dynamic behaviour of stiffened orthotropic plates subjected to Friedlander blast load,” in IOP Conference Series: Materials Science and Engineering, 2019, vol. 615, no. 1, doi: 10.1088/1757-899X/615/1/012074. Search in Google Scholar

[19] DEWEY, J. M.: “the Shape of the Blast Wave: Studies of the Friedlander Equation,” 1995. Search in Google Scholar

[20] KARLOS, V. - SOLOMOS, G. - LARCHER, M.: “Analysis of the blast wave decay coefficient using the Kingery–Bulmash data,” Int. J. Prot. Struct., vol. 7, no. 3, pp. 409–429, 2016, doi: 10.1177/2041419616659572. Search in Google Scholar

[21] UNIFIED FACILITIES CRITERIA, “UFC 3-340-02 Structures to Resist the Effects of Accidental Explosions,” in UFC 3-340-02 Structures to Resist the Effects of Accidental Explosions, U.S. Army Corps of Engineers, Naval Facilities Engineering Command, Air Force Civil Engineer Support Agency, 2008. Search in Google Scholar

[22] DRAGANIĆ, H. - SIGMUND, V. :“Blast Loading on Structures,” Teh. Vjesn., vol. 19, no. 3, pp. 643–652, 2012. Search in Google Scholar

[23] FRIEDLANDER, S. - SUEN, A.: “Existence, uniqueness, regularity and instability results for the viscous magneto-geostrophic equation,” Nonlinearity, vol. 28, no. 9, pp. 3193–3217, 2015, doi: 10.1088/0951-7715/28/9/3193. Search in Google Scholar

[24] FIGULI, L. - CEKEREVAC, D. - BEDON, C. - LEITNER, B.: “Numerical analysis of the blast wave propagation due to various explosive charges,” Adv. Civ. Eng., vol. 2020, no. i, 2020, doi: 10.1155/2020/8871412. Search in Google Scholar

[25] FREITAS, P. - LIPOVSKÝ, J.: “Spectral determinant for the damped wave equation on an interval,” Acta Phys. Pol. A, vol. 136, no. 5, pp. 817–823, 2019, doi: 10.12693/APhysPolA.136.817. Search in Google Scholar