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Design of steel footbridges for unpredictive loadings by STAAD Pro: LRFD vs. ASD for cost saving

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Steel footbridges are common means of connecting two zones separated by any kind ofphysical obstruction to the pedestrian crossing. In the last century, they were mostlydesigned using manual calculations. With the advent of powerful software, the design-ing process has become more accurate and less time-consuming. In this paper, completedesigning process of steel footbridges is conducted using STAAD Pro: a dedicated steelstructure design and analysis software, under unpredictive loading, i.e., dead, live, pedes-trian, wind and seismic loading. Two design approaches are popular in steel footbridgesdesigning. These are allowable stress design (ASD) and load and resistance factor design(LRFD), and both are compared with the focus on material/cost saving as cost is the ma-jor issue in underdeveloped and overpopulated countries. The critical load combinationgiving a minimum factor of safety for both approaches is also obtained. It is evaluatedthat the LRFD design approach results in stronger and lighter structures for unpredictiveloadings. The factor of safety for ASD is 20% lower than that of LRFD, and thus LRFDprovides material/cost savings of about 20% compared to ASD.
Rocznik
Strony
351--367
Opis fizyczny
Bibliogr. 22 poz., il., rys., tab., wykr.
Twórcy
  • Department of Mechanical Engineering, University of Engineering and Technology, Taxila, Pakistan
  • Department of Mechanical Engineering, University of Engineering and Technology, Lahore, Pakistan
autor
  • Department of Mechanical Engineering, University of Engineering and Technology, Taxila, Pakistan
  • Department of Mechanical Engineering; University of Engineering and Technology; Kala Shah Kaku, Pakistan
Bibliografia
  • 1. A. Vashisth, M. Kumar, A. Kumar, Ashish, Design of Foot Bridge , 2012, doi: 10.13140/RG.2.2.17428.81285.
  • 2. L. Muir, C.J. Duncan, The AISC 2010 Specification and the 14th Edition Steel Construction Manual, [in:] Structures Congress 2011 , April 14–16, 2011, Las Vegas, Nevada, United States, pp. 661–675, doi: 10.1061/41171(401)58.
  • 3. B.R. Ellingwood, LRFD: implementing structural reliability in professional practice, Engineering Structures , 22 (2): 106–115, 2000, doi: 10.1016/S0141-0296(98)00099-6.
  • 4. C.W. Roeder, Comparison of LRFD and allowable stress design methods for steel structures, 5th Seminario de Ingenieria Estructural, San Jose, Costa Rica, November, 1990.
  • 5. S.-H. Lin, W. Yu, T.V. Galambos, ASCE LRFD method for stainless steel structures, [in:] CCFSS Proceedings of International Speciality Conference on Cold-Formed Steel Struc- tures (1971–2018), 1, University of Missouri–Rolla, 1990, https://scholarsmine.mst.edu/isccss/10iccfss/10iccfss-session5/1.
  • 6. T. Culp, R. Mathur, LRFD vs. ASD, Modern Steel Construction , 31 (11): 24–27, 1991.
  • 7. R. Soegiarso, H. Adeli, Optimum load and resistance factor design of steel space-frame structures, Journal of Structural Engineering – ASCE , 123 : 184–192, 1997, doi: 10.1061/(ASCE)0733-9445(1997)123:2(184).
  • 8. M.S. Hayalioglu, S.O. Degertekin, Minimum cost design of steel frames with semi-rigid connections and column bases via genetic optimization, Computers & Structures , 83 (21– 22): 1849–1863, 2005 doi: 10.1016/j.compstruc.2005.02.009 Design of steel footbridges for unpredictive loadings. 367
  • 9. H. Warren, H.B. Manbeck, J.J. Janowick, R.W. Witmer, Differences in LRFD and ASD outcomes for hardwood glue-laminated bridges, Transactions of ASAE , 41 (3): 803–811, 1998.
  • 10. J.S. Groenier, Load rating of wood bridges using LRFD and ASD, [in:] Structures Congress 2006 , May 18-21, 2006, St. Louis, Missouri, United States, doi: 10.1061/40889(201)139.
  • 11. D.H. Choi, H. Yoo, J.L. Shin, Comparative study on stability evaluation methods with ASD and LRFD for steel cable-stayed bridges [in:] Proceedings of the 8th Pacific Struc- tural Steel Conference – Steel Structures in Natural Hazards , PSSC 2007, Wairakei, New Zealand, pp. 165–170, 2007.
  • 12. R. Shreedhar, S. Mamadapur, Analysis of T-beam bridge using finite element method, International Journal of Engineering and Innovative Technology ( IJEIT ), 2 : 340–346, 2012.
  • 13. K.P. Kumar, B. Shankar, P.M. Rao, Evaluation and design of flyover using Staad pro, International Journal of Professional Engineering Studies , 7 (2): 31–36, 2016.
  • 14. S. Indra, M. Efran, Mohammad, I.K. Dedi Wijaya, Alternative design of the building structure of steel frame bridge type steel arch with warren frame in Tukad Bangkung Bridge in Badung – Bali, Journal of Sustainable Technology and Applied Science , 1 (1): 22–27, 2020, doi: 10.36040/jstas.v1i1.2610.
  • 15. American Society of Civil Engineers, Minimum design loads and associated criteria for buildings and other structures , American Society of Civil Engineers, 2017, doi: 10.1061/9780784414248.
  • 16. C.G. Salmon, J.E. Johnson, Steel Structures: Design and Behavior , 4th ed., Harper Collins, New York, NY, 1997.
  • 17. W. Lin, T. Yoda, Bridge Planning and Design, Bridge Engineering: Classifications, Design Loading, and Analysis Methods , pp. 31–58, 2017, Butterworth-Heinemann.
  • 18. T.V. Galambos, M.K. Ravindra, Load and resistance factor design, Engineering Journal , AISC, 18 (3): 78-84, 1981.
  • 19. K.P. Kumar, D.S. Prakash, Planning analysis and design of industrial building using STAAD PRO, International Journal of Pure and Applied Mathematics , 119 (17d): 131–137, 2018.
  • 20. S.M. Harle, Analysis by STAAD - PRO and design of structural elements by MATLAB, Journal of Asian Scientific Research , 7 (5): 145–164, 2017, doi: 10.18488/journal.2.2017.75.145.164.
  • 21. T. Zokaie, AASHTO-LRFD live load distribution specifications, Journal of Bridge Engineering , 5 (2): 131–138, 2000.
  • 22. Uniform Building Code (UBC-97), Structural Engineering Design Provisions, International Conference of Building Officials, Whittier, 1997, p. 492.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-80732292-3c77-4385-9efa-15743c118b4b
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