Effects of Inclination Angle and Height of Blast Load on the Dynamic Behavior of Floor Slabs with Stiffening Beams
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References
- 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.
- 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.
- 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.
- 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.
- KARLOS, V. - SOLOMON, G.: Calculation of blast loads for application to structural components. 2013.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- DEWEY, J. M.: “The Friedlander Equations,” pp. 37–55, 2018, doi: 10.1007/978-3-319-70831-7_3.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- DEWEY, J. M.: “the Shape of the Blast Wave: Studies of the Friedlander Equation,” 1995.
- 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.
- 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.
- DRAGANIĆ, H. - SIGMUND, V. :“Blast Loading on Structures,” Teh. Vjesn., vol. 19, no. 3, pp. 643–652, 2012.
- 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.
- 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.
- 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.
Language: English
Page range: 68 - 77
Published on: Jun 26, 2024
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
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© 2024 Haryo Koco Buwono, Sugito,, Sofia W. Alisjahbana, Tanjung Rahayu, Trijeti,, Nurmansyah Alami, Hari Prasiddha, Deby Puspitaningrum, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.