References
- American Society of Civil Engineers. (2006). Minimum design loads for buildings and other structures. Reston, VA: Author.
- Applied Technology Council. (1996). Seismic evaluation and retrofit of concrete buildings. Report ATC-40. Redwood City, CA: Author.
- Applied Technology Council, & Structural Engineers Association of California. (1978). Tentative provisions for the development of seismic regulations for buildings: A cooperative effort with the design professions, building code interests, and the research community. Gaithersburg: Department of Commerce, National Bureau of Standards.
- Aviles, J., & Perez-Rocha, L. E. (1998). Effects of foundation embedment during building-soil interaction. Earthquake Engineering and Structural Dynamics, 27(12), 1523–1540.10.1002/(ISSN)1096-9845
- Barcena, A., & Esteva, L. (2007). Influence of dynamic soil-structure interaction on the nonlinear response and seismic reliability of multistorey systems. Earthquake Engineering & Structural Dynamics, 36(3), 327–346.10.1002/(ISSN)1096-9845
- Bozorgnia, Y., & Bertero, V. V. (2001a). Evaluation of damage potential of recorded earthquake ground motion. Seismological Research Letters. (Vol. 72, pp. 233). Tehran: Jahad Daneshgahi University.
- Bozorgnia, Y., & Bertero, V. V. (2001b). Improved shaking and damage parameters for post-earthquake applications. Proceedings of SMIP01 seminar on utilization of strong-motion data. Los Angeles, CA: Citeseer.
- Bracci, J. M. (1992). Experimental and analytical study of seismic damage and retrofit of lightly reinforced concrete structures in low seismicity zones. Technical Report No. NCEER-92.
- Bracci, J. M., Reinhorn, A. M., & Mander, J. B. (1995). Seismic retrofit of reinforced concrete buildings designed for gravity loads: Performance of structural model. Structural Journal, 92(6), 711–723.
- Building Seismic Safety Council. (2003). National Earthquake Hazard Reduction Program (NEHRP) Recommended Provisions for Seismic Regulations for New Buildings and Other Structures-FEMA 450. Prepared by the Building Seismic Safety Council (BSSC) for the Federal Emergency Management Agency (FEMA). Washington DC.
- Chopra, A. K., & Gutierrez, J. A. (1974). Earthquake response analysis of multistorey buildings including foundation interaction. Earthquake Engineering & Structural Dynamics, 3(1), 65–77.10.1002/(ISSN)1096-9845
- Chouw, N., & Hao, H. (2008a). Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint. Engineering Structures, 30(1), 154–162.10.1016/j.engstruct.2007.02.020
- Chouw, N., & Hao, H. (2008b). Significance of SSI and nonuniform near-fault ground motions in bridge response I: Effect on response with conventional expansion joint. Engineering Structures, 30(1), 141–153.10.1016/j.engstruct.2007.03.002
- Fardis, M., Economu, S., Antoniou, A., Komodromos, P., & Sfakianakis, M. (1993). Damage measures and failure criteria-Part I. Contribution of University of Patras. Final Report of Cooperative Research on the Seismic Response of Reinforced Concrete Structures-2nd Phase. Lisboa: LNEC.
- FEMA. (2005). Improvement of nonlinear static seismic analysis procedures. Redwood City, CA: FEMA-440.
- Finn, W., Pandey, B. H., & Ventura, C. E. (2011). Modeling soil-foundation-structure interaction. The Structural Design of Tall and Special Buildings, 20(6), 47–62.10.1002/tal.735
- Galal, K., & Naimi, M. (2008). Effect of soil conditions on the response of reinforced concrete tall structures to near-fault earthquakes. The Structural Design of Tall and Special Buildings, 17(3), 541–562.10.1002/tal.v17:3
- Ganjavi, B., & Hao, H. (2011). Elastic and inelastic response of single-and multi-degree-of-freedom systems considering soil structure interaction effects. Barossa Valley: Australian Earthquake Engineering Society Conference.
- Ghobarah, A., Aly, N., & El-Attar, M. (1998). Seismic reliability assessment of existing reinforced concrete buildings. Journal of earthquake engineering, 2(4), 569–592.
- Halabian, A. M., & Erfani, M. (2013). The effect of foundation flexibility and structural strength on response reduction factor of RC frame structures. The Structural Design of Tall and Special Buildings, 22(1), 1–28.10.1002/tal.v22.1
- Haselton, C. B. (2006). Assessing seismic collapse safety of modern reinforced concrete moment frame buildings. Stanford, CA: Stanford University.
- Jahankhah, H., Ghannad, M. A., & Rahmani, M. T. (2013). Alternative solution for kinematic interaction problem of soil-structure systems with embedded foundation. The Structural Design of Tall and Special Buildings, 22(3), 251–266.10.1002/tal.v22.3
- Jennings, P. C., & Bielak, J. (1973). Dynamics of building-soil interaction. Bulletin of the Seismological Society of America, 63(1), 9–48.
- Khoshnoudian, F., & Ahmadi, E. (2015). Effects of inertial soil-structure interaction on inelastic displacement ratios of SDOF oscillators subjected to pulse-like ground motions. Bulletin of Earthquake Engineering, 13(6), 1809–1833.10.1007/s10518-014-9693-y
- Kim, T.-H., Lee, K.-M., Chung, Y.-S., & Shin, H. (2005). Seismic damage assessment of reinforced concrete bridge columns. Engineering Structures, 27(4), 576–592.10.1016/j.engstruct.2004.11.016
- Kunnath, S. K., Reinhorn, A. M., & Lobo, R. (1992). IDARC version 3.0: A program for the inelastic damage analysis of reinforced concrete structures.
- Lee, S. K., Lee, S. H., Min, K. W., Moon, B. W., Youn, K. J., & Hwang, J. S. (2009). Performance evaluation of an MR damper in building structures considering soil-structure interaction effects. The Structural Design of Tall and Special Buildings, 18(1), 105–115.10.1002/tal.v18:1
- Mazzoni, S., McKenna, F., Scott, M. H., & Fenves, G. L. (2006). OpenSees command language manual. Pacific Earthquake Engineering Research (PEER) Center.
- Moghaddasi, M., Cubrinovski, M., Chase, J. G., Pampanin, S., & Carr, A. (2011). Probabilistic evaluation of soil-foundation-structure interaction effects on seismic structural response. Earthquake Engineering & Structural Dynamics, 40(2), 135–154.10.1002/eqe.v40.2
- Nakhaei, M., & Ghannad, M. A. (2008). The effect of soil-structure interaction on damage index of buildings. Engineering Structures, 30(6), 1491–1499.10.1016/j.engstruct.2007.04.009
- Panagiotakos, T. B., & Fardis, M. N. (2001). Deformations of reinforced concrete members at yielding and ultimate. ACI Structural Journal, 98(2), 135–147.
- Park, Y. J., & Ang, A. H. S. (1985). Mechanistic seismic damage model for reinforced concrete. Journal of structural engineering, 722–739.
- Park, Y. J., Ang, A. H. S., & Wen, Y. K. (1985). Seismic damage analysis of reinforced concrete buildings. Journal of Structural Engineering, 740–757.
- Raychowdhury, P. (2011). Seismic response of low-rise steel moment-resisting frame (SMRF) buildings incorporating nonlinear soil-structure interaction (SSI). Engineering Structures, 33(3), 958–967.10.1016/j.engstruct.2010.12.017
- Tang, Y., & Zhang, J. (2011). Probabilistic seismic demand analysis of a slender RC shear wall considering soil-structure interaction effects. Engineering Structures, 33(1), 218–229.10.1016/j.engstruct.2010.10.011
- Williams, M. S., & Sexsmith, R. G. (1995). Seismic damage indices for concrete structures: A state‐of‐the‐art review. Earthquake Spectra, 11(2), 319–349.10.1193/1.1585817
- Wolf, J. P. (1994). Foundation vibration analysis using simple physical models. New Jersey: Prentice Hall.