Seismic Behavior and Dissipated Plastic Energy of Performance-Based-Designed High-Rise Concrete Structures with Considering Soil–Structure Interaction Effect

Document Type : Research Papers


Department of Civil Engineering, Bu-Ali Sina University, fahmideh st, 65178-38695 Hamedan, Iran


Since the structure and foundation are built on soil, the soil is the major platform by which seismic vibrations are transmitted to the structure, and has noticeable effects on the response and behavior of structure during earthquakes. In this research, the recently introduced Performance-based plastic design (PBPD) and its modified Performance-based plastic design (MPBPD) method in which soil and structure interaction effect has been considered underwent the seismic evaluation. In order to do evaluation, a twenty-floor concrete structure with MPBPD method and conventional PBPD was designed and analyzed in accordance with the time history of the 22 far-field quake records. In this study, cone model is employed for modeling the soil and foundation. With a detailed three-dimensional finite element model of a twenty-story high-rise structure constructed and exploited in the OpenSees software, it is attempted to consider a more realistic behavior of the structure. The results of six related parameters with the maximum response of the structure demonstrate the efficiency and performance of the MPBPD method for the purpose of considering the SSI effect, compared with the conventional method of PBPD. The Results show that, in the MPBPD design method, maximum displacement, acceleration, inter-story drift and shear force dropped leading to a better distribution of energy in the structure compared to the PBPD method.


Main Subjects

Abdollahzadeh, G. and Mirzagoltabar, A. (2017). "Performance-based plastic design of moment frame-steel plate shear wall as a dual system", Civil Engineering Infrastructures Journal, 50(1), 21-34.
Alavi, A., Castiglioni, C.A. and Brambilla, G. (2017). "Behaviour factor evaluation of moment resisting frames having dissipative elements", CE/Papers, Special Issue: Proceedings of Eurosteel 2017, 1(2-3), 3424-3433.
ASCE. (2010). Minimum design loads for buildings and other structures: ASCE standard 7-10, American Society of Civil Engineers.
Aschheim, M. and Black, E.F. (2000). "Yield point spectra for seismic design and rehabilitation", Earthquake Spectra, 16(2), 317-336.
Bai, J., Yang, T. and Ou, J. (2018). "Improved performance-based plastic design for RC moment resisting frames: Development and a comparative case study", International Journal of Structural Stability and Dynamics, 18(4), 1850050.
Englekirk, R.E. (2003). Seismic design of reinforced and precast concrete buildings, John Wiley & Sons.
Fajfar, P. (2000). "A nonlinear analysis method for performance-based seismic design", Earthquake Spectra, 16(3), 573-592.
Fatahi, B., Tabatabaiefar, H.R. and Samali, B. (2011). "Performance based assessment of dynamic soil-structure interaction effects on seismic response of building frames", In Geo-Risk 2011: Risk Assessment and Management,344-351.
FEMA, F. (2009). P695-quantification of building seismic performance factors, Federal Emergency Management Agency (FEMA).
Freeman, S.A. (2004). "Review of the development of the capacity spectrum method", ISET Journal of Earthquake Technology, 41(1), 1-13.
Goel, S.C. and Chao, S.-H. (2008). Performance-based plastic design: Earthquake-resistant steel structures, International Code Council, Country Club Hills, IL.
Ibarra, L.F., Medina, R.A. and Krawinkler, H. (2005). "Hysteretic models that incorporate strength and stiffness deterioration", Earthquake Engineering and Structural Dynamics, 34(12), 1489-1511.
Liao, W.C., Hsieh, Y.H.C. and Goel, C.S. (2017). "Seismic evaluation and collapse prediction of RC moment frame structures by using energy balance concept", Journal of Vibroengineering, 19(7), 5268-5277.
Lin, T., Haselton, C.B. and Baker, J.W. (2013). "Conditional spectrum‐based ground motion selection, Part I: Hazard consistency for risk‐based assessments", Earthquake Engineering and Structural Dynamics, 42(12), 1847-1865.
Lou, M., Wang, H., Chen, X. and Zhai, Y. (2011). "Structure–soil–structure interaction: Literature review", Soil Dynamics and Earthquake Engineering, 31(12), 1724-1731.
Mortezaie, H. and Rezaie, F. (2018). "Effect of soil in controlling the seismic response of three-dimensional PBPD high-rise concrete structures", Structural Engineering and Mechanics, 66(2), 217-227.
Panagiotou, M. (2008). "Seismic design, testing and analysis of reinforced concrete wall buildings", ProQuest, University of California, San Diego.
Poulos, H.G. and Davis, E.H. (1980). Pile foundation analysis and design, Wiley & Sons, Limited.
Priestley, M., Calvi, G. and Kowalsky, M. (2007). "Direct displacement-based seismic design of structures", 5th New Zealand Society for Earthquake Engineering Conference.
Rezaie, F. and Mortezaie, H. (2017). "Considering the soil effects on design process of performance-based plastic design for reinforced concrete structures", Civil Engineering Infrastructures Journal, 50(2), 205-219.
Sahoo, D.R. and Rai, D.C. (2013). "Design and evaluation of seismic strengthening techniques for reinforced concrete frames with soft ground story", Engineering Structures, 56, 1933-1944.
Tabatabaiefar, S.H.R., Fatahi, B., Ghabraie, K. and Zhou, W. (2015). "Evaluation of numerical procedures to determine seismic response of structures under influence of soil-structure interaction", Structural Engineering and Mechanics, 56(1), 27-47.
 Tabatabaiefar, S.H.R., Fatahi, B. and Samali, B. (2012). "Seismic behavior of building frames considering dynamic soil-structure interaction", International Journal of Geomechanics, 13(4), 409-420.