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Paper Title : THERMAL ANALYSIS OF DISC BRAKE PAD MODEL AND WEAR PREDICTION

ISSN : 2395-1303
Year of Publication : 2021
10.29126/23951303/IJET-V7I5P11

Authors: Arup Saha Chaudhuri, Rituparna Chatterjee, Tanmoy Banerjee, Uttarayan Chakrabarty

         


Abstract
With the increase in population worldwide, the demand for modern houses is increasing. Earthquakes take a huge toll on life and property. Since the effect of seismic forces on structures is quite significant, it is important that the design of the structures must be done in the best possible way to take into account these effects and thereby aiming for an adequate structural response. In this discussion we will address in a concise way, two methods in the design of steel structures, which are linear analysis and second order effects (P-Δ). It is known that a nonlinear analysis is more accurate than a linear analysis, but on the other hand is an inefficient analysis in terms of time consuming with calculations and computer memory. So static P-delta analysis is considered here and compared with the linear response spectrum analysis of SCWB and WCSB steel frames.

Reference
1. Mario Paz & Young Hoon Kim (2018). Structural Dynamics: Theory and Computation Sixth Edition. 2. Englekirk, R. (1994). Steel structures: Controlling behavior through design, New York, NY: John Wiley & Sons. 3. Gupta, A., & Krawinkler, H. (2000). Dynamic P-delta effects for flexible inelastic steel structures. Journal of Structural Engineering, 126(1), 145-154. https://doi.org/10.1061/(ASCE)0733- 9445(2000)126:1(145) 4. Moghadam, A. S., & Aziminejad, A. (2004, August). Interaction of torsion and P-Delta effects in tall buildings. In 13 World Conference on Earthquake Engineering, Vancouver, BC, Canada (pp. 1-6). 5. Rutenberg, A. (1982). Simplified P-Delta analyses for asymmetric structures. Journal of the Structural Division, 108(9), 1995-2013. 6. Wilkinson, S. M., & Hiley, R. A. (2006). A non-linear response history model for the seismic analysis of high-rise framed buildings. Computers & Structures, 84(5-6), 318- 329. https://doi.org /10.1016/j.compstruc.2005.09.021 7. Wilson, E. L., & Habibullah, A. (1987). Static and dynamic analysis of multi-storey buildings, including Pdelta effects. Earthquake Spectra, 3(2), 289-298. https://doi.org/10.1193/1.1585429 8. Baldev D. Prajapati & D. R. Panchal. Study of seismic and wind effect on multi-storey RCC, steel and composite building 9. IS 1893 (Part - I):2016, “Criteria for Earthquake Resistant Design Of Structures”, (Bureau of Indian Standards), New Delhi, India 10. Bureau of Indian Standards:IS-875, Part (1) 1987, Dead loads on Buildings and Structures, New Delhi, India 11. Bureau of Indian Standards:IS-875, Part (2) 1987, Live loads on Buildings and Structures, New Delhi, India 12. IS 13920 :1993 “Ductile detailing of reinforced concrete structures subjected to seismic forces” (Bureau of Indian Standards), New Delhi, India
Keywords
-Seismic Effects, Linear Analysis, Static P-Delta Analysis, Steel Frames