Effect of Ductility Ratio with SSI on Steel Moment Resisting Frame Designed By Performance Based Plastic Design Method

Authors

  • Jaimin R. Patel  Department of Civil Engineering, Sardar Vallabhbhai Patel Institute of Technology, Vasad
  • Sejal P. Dalal  Department of Civil Engineering, Sardar Vallabhbhai Patel Institute of Technology, Vasad

Keywords:

Pre-selected target drift, Yield mechanism, Ductility Ratio, steel moment resisting frame, PBPD, soil structure interaction

Abstract

This paper presents, the study of seismic design considerations and design methodologies for steel moment resisting frame by performance based plastic design method considering the effect of ductility ratio with soil structure interaction (SSI). Performance-Based Plastic Design (PBPD) method has been recently evolved from the Performance based seismic design (PBSD) to achieve enhanced performance of earthquake resistant structures considering the participation of inelastic state of the material. The concept of design is mainly based on pre-selected target drift and yield mechanism as performance criteria. Performance Based Plastic design depends on “strong column-weak beam” theory, in which the pattern of failure is pre-determined. The ductility ratio of soil structure when included in PBPD method gives better approach towards the method. A brief study on effects of ductility ratio with soil structure interaction on steel moment resisting frame is presented in this paper.

References

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International Journal of Scientific Research in Science, Engineering and Technology

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Published

2018-04-10

Issue

Volume 4, Issue 5, March-April-2018

Section

Research Articles

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Copyright (c) IJSRSET

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

How to Cite

[1]
Jaimin R. Patel, Sejal P. Dalal, " Effect of Ductility Ratio with SSI on Steel Moment Resisting Frame Designed By Performance Based Plastic Design Method, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 5, pp.178-184, March-April-2018.