Comparison of Performance Based Plastic Design Method and Force Based design Method for Seismic Design of Zipper Braced Frame

Authors

  • Jaimin K Shah  P.G Student, GTU, SVIT Vasad, Anand, Gujarat, India
  • Dr. S.P. Dalal  Associate Professor, GTU, SVIT Vasad, Anand, Gujarat, India

Keywords:

Performance based plastic design, Force based design, zipper braced frame, Strong column-weak beam

Abstract

This paper present comparative study of seismic design consideration and design methodologies for steel Zipper braced frame by force based design method and performance based plastic design method. In force based design method (FBD), lateral force distribution are based on results of elastic- response studies. Performance based plastic design method (PBPD) is mainly based on pre - selected target drift and yield mechanism as performance criteria. PBPD depends on strong column- weak beam theory in which failure pattern is pre-determined. Zipper braced frame is similar to chevron frame, in which a zipper column is added between story beams to avoid use of deep beams.

References

  1. H. Akiyama, “Earthquake resistant limit state design for cylindrical liquid storage tanks”, 10th world conference on earthquake engineering, 1992.
  2. George W. Housner, “The behavior of inverted pendulum structures during earthquakes”, Bulletin of the seismological society of America, 1963. Vol. 53, No. 2, 403-417.
  3. Sutat Leelataviwat, S. C. Goel and Bozidar Stojadinovic, “Towards performance-based seismic design of structures”, Earthquake spectra, 1999. Vol. 15.
  4. Subhash C. Goel, Shih-Ho Chao, Sutat Leelataviwat and Soon-Sik Lee, “Performance-based plastic design method for earthquake resistant structures”, 14th World conference on earthquake engineering, 2008.
  5. Khatib, I. F., Mahin, S. A., & Pister, K. S. (1988) “Seismic behavior of concentrically braced steel frames “ (Report No. UCB/EERC-88/01). Berkeley, CA: University of California, Earthquake Engineering Research Center.
  6. Javad Vaseghi Amiri , “Ductility Reduction Factor for Zipper Braced frame “, European Journal of Environmental and CivilEngineering·November2016
  7. Chuang-Sheng Yang , Roberto T. Leon, Reginald DesRoches,”Design and Behaviour of Zipper braced Frame”, Engineering Structures 30 (2008) 1092–1100 .
  8. Jeongjae Kim , Chunhee Cho,Kyungkoo Lee and Cheolho Lee,” Design of Zipper Column in Inverted V Braced Steel Frames” , The 14th World Conference on Earthquake Engineering ,October 2018.
  9. Shih-Ho Chao, S. C. Goel and Soon-Sik lee, “A seismic design lateral force distribution based on inelastic state of structure”, Earthquake spectra, 2007. Vol. 23, 547-569.
  10. Shih-Ho Chao, M. Reza Bayat and Subhash C. Goel, “Performance-based plastic design of steel concentric braced frames for enhanced confidence level”, 14 th World conference on earthquake engineering, 2008.
  11. Subhash C. Goel, Wen-cheng Liao, M. Reza Bayat and Shih-Ho Chao, “Performancebased plastic design method for earthquake resistant structures: an overview”, Thestructural design of tall and special buildings, 2009. Vol. 19, 115-137.
  12. Tomaz Vidic, Peter Fajfar and Matej Fischinger, “Consistent inelastic design spectra: strength and displacement “.Earthquake engineering and structural dynamics ,1994,Vol 23, 507-521.
  13. Miranda, E ., & Bertero, V (1994) ,”Evaluation of strength reduction factors for earthquake – resistant design “, Earthquake Spectra, 10, 357-379.
  14. IS 1893-2016, Criteria for Earthquake Resistant Design of Structures
  15. IS 800:2007, General Construction Steel-Code of Practice
  16. Chokshi H K, Vaidya K K, Dalal S. P. “Comparison of Force-Based Design Method and Performance-Based Plastic Design Method for Seismic Design of Steel Concentric Braced Frames”, International Journal of Advance Engineering and Research Development (IJAERD) Special Issue SIEICON-2017, April -2017,e-ISSN: 2348 - 4470 , print-ISSN:2348-6406.
  17. Yigit Ozcelik, afsin Saritas, Patricia M Clayton ,”Comparsion Of Chevron and suspended- Zipper Braced Steel Frames”,Journal Of Constructional Steel Research 119 (2016).

A twisty puzzle is the perfect gift for any occasion. The famous Rubik's Cube can easily be solved with the online solver program.

International Journal of Scientific Research in Science, Engineering and Technology

Downloads

Published

2018-04-10

Issue

Volume 4, Issue 5, March-April-2018

Section

Research Articles

License

Copyright (c) IJSRSET

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
Jaimin K Shah, Dr. S.P. Dalal, " Comparison of Performance Based Plastic Design Method and Force Based design Method for Seismic Design of Zipper Braced Frame, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 5, pp.46-52, March-April-2018.