Seismic Damage Assessment of RC Buildings Subjected to the Rotational Ground Motion Records Considering Soil-Structure Interaction

[1] Richter, C. F. (1958). Elementary seismology, W. H. Freeman and Company, San Francisco.

[2] Aki, K., Richards, P. G. (1980). Quantitative seismology, First Ed., W. H. Freeman and Company, San Francisco.

[3] Aki, K., Richards, P. G. (2002). Quantitative seismology, Second Ed., University Science Books, Sausalito.

[4] Nigbor, R. L. (1994). Six-degree-of-freedom ground motion measurement, Bulletin of the Seismological Society of America, 84(5): 1665–1669.

[5] Takeo, M. (1998). Ground rotational motions recorded in near-source region of earthquakes, Geophysical Research Letters, 25(6): 789–792.

[6] Lee, W. H. K., Shin, T.C., Kuo, K.W., Chen, K.C., Wu, C.F. (2001). CWB free-field strong-motion data from the 21 September Chi-Chi, Taiwan, earthquake, Bulletin of the Seismological Society of America, 91(5): 1370–1376.

[7] Huang, B. S. (2003). Ground rotational motions of the 1991 Chi-Chi, Taiwan earthquake as inferred from dense array observations, Geophysical Research Letters, 30(6): 1307–1310.

[8] Liu, C.C., Huang, B.S., Lee, W.H.K., Lin, C.J. (2009). Observing rotational and translational ground motionsat the HGSD station in Taiwan from 2007 to 2008, Bulletin of the Seismological Society of America, 99(2B): 1228-1236.

[9] Falamarz-Sheikhabadi, M.R. (2014) Simplified relations for the application of rotational components to seismic design codes, Engineering Structures, 59: 141-152.

[10] Basu, D., Whittaker, A.S., Constantinou, C. (2015) Characterizing rotational components of earthquake ground motion using a surface distribution method and response of sample structures, Engineering Structures, 99: 685-707.

[11] Singla, V.K., Gupta, V.K. (2016). On planar seismic wavefront modeling for estimating rotational ground motions: Case of 2-D SH line-source, Soil Dynamics and Earthquake Engineering, 85: 62-77.

[12] Falamarz-Sheikhabadi, M.R., Ghafory-Ashtiany, M. (2015). Rotational components in structural loading, Soil Dynamics and Earthquake Engineering, 75: 220-233.

[13] Rodda, G. K., & Basu, D. (2019). On Conditional Simulation of Spatially Varying Rotational Ground Motion. Journal of Earthquake Engineering, 1-36.

[14] Vicencio, F., & Alexander, N. A. (2019). A parametric study on the effect of rotational ground motions on building structural responses. Soil Dynamics and Earthquake Engineering, 118, 191-206.

[15] Tajammolian, H., Khoshnoudian, F., & Loghman, V. (2017). Rotational components of near-fault earthquakes effects on triple concave friction pendulum base-isolated asymmetric structures. Engineering Structures, 142, 110-127.

[16] Nazarov, Y. P., Poznyak, E., & Filimonov, A. V. (2015). A brief theory and computing of seismic ground rotations for structural analyses. Soil Dynamics and Earthquake Engineering, 71, 31-41.

[17] Iranian Code of Practice for Seismic Resistant Design of Buildings. 2015. Standard NO. 2800-15, Building and Housing Research Center,4rd edition.

[18] National building regulations, part 9: Design and construction of RC buildings. (2013) Ministry of Housing and Urban Development, Office of National Building Regulations, Tehran, Iran.

[19] CSI Reference Manual for ETABS2000; Computers and Structures, Inc.: Berkeley, CA, USA, 2015.

[20] Mortezaei, A., Ronagh, H.R., Kheyroddin, A., GhodratiAmiri, G. (2011). Effectiveness of modified pushover analysis procedure for the estimation of seismic demands of buildings subjected to near-fault earthquakes having forward directivity. The Structural Design of Tall and Special Buildings, 20(6): 679-699.

[21] OpenSees, 2016, http://opensees.berkeley.edu/

[22] Altoontash, A. (2004). Simulation and damage models for performance assessment of reinforced concrete beam-column joints, Ph.D. Thesis, Stanford University.

[23] Ibarra, L.F., Medina, R.A., Krwinkler, H. (2005). Hysteretic models that incorporate strength and stiffness deterioration, Earthquake Engineering and Structural Dynamics, 34: 1489–1511

[24] Haselton, C.B., Liel, A.B., Lange, S.T., Deierlein, G.G. (2007). Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings, PEER 2007/03 Report, Pacific Earthquake Engineering Research Center.

[25] Wolf JP, Deeks AJ. Foundation vibration analysis: a strength of materials approach. Amsterdam: Elsevier; 2004.

[26] ATC. Seismic Evaluation and Retrofit of Concrete Buildings, ATC- 40 Report, Volumes 1 and 2, Applied Technology Council, Redwood City, California, 1996.

[27] Park, Y.J., Ang, A.H.S. (1985). Mechanistic seismic damage model for reinforced concrete, Journal of Structural Division, ASCE 111(4): 722–739.

[28] Kheyroddin, A. Mortezaei, A. (2008). The effect of element size and plastic hinge characteristics on nonlinear analysis of RC frames. Iranian Journal of Science & Technology, Transaction B, Engineering, 32(B5): 451-470.

[29] Kunnath S.K., Reinhorn, A.M., Lobo, R.F. (1992). IDARC Version 3.0: A program for the inelastic damage analysis of reinforced concrete structures. Report No. NCEER-92-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo.

[30] Soleymani, A., Safi, M. (2014). Estimation of interdependencies between seismic parameters and damage indices including the MFDR model and the modified Park-Ang model, Journal of Seismology and Earthquake Engineering (JSEE), 16(1): 71-79.

[31] Hassani, N., Bararnia, M., & Amiri, G. G. (2018). Effect of soil-structure interaction on inelastic displacement ratios of degrading structures. Soil Dynamics and Earthquake Engineering, 104, 75-87.

[32] Nakhaei, M., & Ghannad, M. A. (2008). The effect of soil–structure interaction on damage index of buildings. Engineering Structures, 30(6), 1491-1499.