Seismic Analysis of Building Frame using P-Delta Analysis and Static & Dynamic Analysis: A Comparative Study

Abhishek Verma*, Sumit Verma**
* Department of Civil Engineering, Jaypee University of Engineering and Technology, Guna, Madhya Pradesh, India.
** Military Engineering Services, Amla, Madhya Pradesh, India.
Periodicity:June - August'2019


The trends and demands of lighter and slenderer high-rise building structures are subjected to p-delta effects, most of the existing high-rise buildings damaged due to the past severe earthquakes. To keep these things into consideration, it is necessary to analyse the structures with some advanced analysis procedures and to develop the new methods of analysis to protect the structures from future severe earthquakes. The objective of this research work is to analyse the structure critically and make them stronger during earthquake and it should result in less damage even during the strong earthquake. In the present work the analysis of G+30 building is being done by adopting the various approach of p-delta analysis. In this research work a symmetrical regular reinforced concrete building frame is analyzed statically and dynamically as per IS 1893:2002 (BIS, 2002). The structure is analysed for seismic zone III and V. Seismic Evaluation is performed on same modal for including P-Delta effects. In the first part, analysis is done without considering the P-Delta effect and in the second part P-Delta effect is considered. The results are compared for Static, Dynamic, and P-Delta analysis.


Seismic Effects, Linear and Non-Linear Analysis, P-Delta Analysis.

How to Cite this Article?

Verma, A., & Verma, S. (2019). Seismic Analysis of Building Frame using P-Delta Analysis and Static & Dynamic Analysis: A Comparative Study, i-manager's Journal on Structural Engineering, 8(2), 52-60.


[1]. American Institute of Steel Construction. (1986). Load and Resistance Factor Design Specification for Structural Steel Buildings. North Michigan Avenue, Chicago, Illinois.
[2]. American Society of Civil Engineers. (2013). Minimum Design Loads for Buildings and other Structures (Vol.7). ASCE.
[3]. BIS. (2002). Criteria for Earthquake Resistant Design of Structures (IS 1893 (Part 2&3): 2002), New Delhi, India.
[4]. Chen, W. K. (2018). Stability design of steel frames. CRC Press.
[5]. Dinar, Y., Karim, S., Barua, A., & Uddin, A. (2013). P-delta effect in reinforced concrete structures of rigid joint. International Organization of Scientific Research: Journal of Mechanical and Civil Engineering, 10(4), 42-49.
[6]. Englekirk, R. (1994). Steel structures: Controlling behavior through design, New York, NY: John Wiley & Sons.
[7]. Gupta, A., & Krawinkler, H. (2000). Dynamic P-delta effects for flexible inelastic steel structures. Journal of Structural Engineering, 126(1), 145-154. 10.1061/(ASCE)0733-9445(2000)126:1(145)
[8]. Moghadam, A. S., & Aziminejad, A. (2004, August). Interaction of torsion and P-Delta effects in tall buildings. In 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada (pp. 1-6).
[9]. Rutenberg, A. (1982). Simplified P-Delta analyses for asymmetric structures. Journal of the Structural Division, 108(9), 1995-2013.
[10]. Shakya, A. M. (2011). P-Delta Effects on Steel Moment Frames with Reduced Beam Section Connection (Postgraduate Dissertation). Southern Illinois University Carbondale (pp. 1-96).
[11]. White, D. W., & Hajjar, J. F. (1991). A Application of second-order elastic analysis in LRFD: Research into practice. Engineering Journal, 28(4), 133-148.
[12]. 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.
[13]. Wilson, E. L., & Habibullah, A. (1987). Static and dynamic analysis of multi-story buildings, including Pdelta effects. Earthquake Spectra, 3(2), 289-298.

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