Performance Based Seismic Design of Reinforced Concrete Structure using Inelastic Static Pushover Analysis

Ashwini L. K.*, M. Keshavamurthy**, Robert Dionne***
* Raja Rajeswari College of Engineering, VTU, Bengaluru, India.
** University Vishweshvaraya College of Engineering, Bangalore University, Bengaluru, India.
*** University BDT College of Engineering, Davangere, Karnataka, India.
Periodicity:March - May'2022
DOI : https://doi.org/10.26634/jce.12.2.18839

Abstract

The shortfall of the force based method for the seismic design of Reinforced concrete (RC) structures has initiated the need of Performance based design. Force based method guarantees only strength criterion. For Performance Based Design, the design and evaluation criteria are expressed as performance objectives. The damages are articulated in terms of post yield inelastic deformation limits. Performance based design of 8 storey RC structure is carried out using pushover analysis. Initially seismic design is carried out as per IS code provisions, subsequent design iterations are made by accounting for cracked moment of Inertia and the iterations are concluded when structure possess sufficient amount of ductility.

Keywords

Seismic Design, Reinforced Concrete (RC), Pushover Analysis.

How to Cite this Article?

Ashwini, L. K., Keshavamurthy, M., and Ravikumar, C. M. (2022). Performance Based Seismic Design of Reinforced Concrete Structure using Inelastic Static Pushover Analysis. i-manager’s Journal on Civil Engineering, 12(2), 31-40. https://doi.org/10.26634/jce.12.2.18839

References

[1]. Agrawal, P., & Shrikhande, M. (2006). Earthquake Resistant Design of Structures. Prentice Hall of India, New Delhi.
[2]. Applied Technology Council, ATC-40. (1996). Seismic Evaluation and Retrofit of Concrete Buildings, Redwood City, California.
[3]. Bureau of Indian Standards. (1987). Code of Practice for Design Loads (Other than Earthquake) for Buildings and Structures (IS 875 (Part I)-1987), New Delhi, India.
[4]. Bureau of Indian Standards. (1987). Code of Practice for Design Loads for Buildings and Structures (IS 875 (Part II)-1987), New Delhi, India.
[5]. Bureau of Indian Standards. (2000). Plain and Reinforced Concrete – Code of Practice (IS 456-2000), New Delhi, India.
[6]. Bureau of Indian Standards. (2002). Criteria for Earthquake Resistant Design of Structures, IS 1893 (Part I)-2002, New Delhi, India.
[7]. Duggal, S. K. (2007). Earthquake Resistant Design of Structures, Oxford University Press, New Delhi.
[8]. FEMA 273. (1997). NEHRP Guidelines for the Seismic rehabilitation of Buildings, Federal Emergency Management Agency, Washington D.C.
[9]. FEMA 349. (2000). Action Plan for Performance based Seismic design. Federal Emergency Management Agency, Washington D.C.
[10]. FEMA 356. (2000). Pre-standard and Commentary for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency, Washington D.C.
[11]. Ghorbanie-Asl, M. (2007). Performance-based seismic design of building structures (Doctoral dissertation, Carleton University).
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