AASHTO. 2012. “Bridge design specifications”. Association of State Highway and Transportation Officials- LRFD, Washington, DC.
Abbasi, M., Zakeri, B. and Amiri, G. G. 2015. “Probabilistic seismic assessment of multiframe concrete box-girder bridges with unequal-height piers”. J. Perform. Constr. Facilities, 30(2): 04015016.
American Petroleum Institute. 2007. “Recommended practice for planning, designing, and constructing fixed offshore platforms”. API Recommended Practice 2A-WSD, 21st Edition.
Aviram, A., Mackie, K. R. and Stojadinovic, B. 2008. “Effect of abutment modeling on the seismic response of bridge structures”. Earthq. Eng. Eng. Vib., 7(4): 395-402.
Baker, J. W. 2005. “Vector-valued ground motion intensity measures for probabilistic seismic demand analysis”. Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.
Baker, J. W. 2015. “Efficient analytical fragility function fitting using dynamic structural analysis”. Earthq. Spectra, 31(1): 579-599.
Baker, J. W., Eeri, M., Cornell, C. A. and Eeri, M. 2006. “Which spectral acceleration are you using?”. Earthq. Spectra, 22(2): 293-312.
Banerjee, S. and Shinozuka, M. 2011. “Effect of ground motion directionality on fragility characteristics of a highway bridge”. Adv. Civ. Eng., 2011: 1-12.
Boulanger, R. W., Curras, C. J., Kutter, B. L., Wilson, D. W. and Abghari, A. 1999. “Seismic soil-pile-structure interaction experiments and analyses”. J. Geotech. Geoenviron. Eng., 125(9): 750-759.
Caltrans, S. D. C. 2013. “Caltrans Seismic Design Criteria Version 1.7”. California Department of Transportation, Sacramento, California.
Choi, E. 2002. “Seismic analysis and retrofit of mid-America bridges”. Doctoral Dissertation, Georgia Institute of Technology.
CSI, Bridge. 2015. “Integrated finite element analysis and design of structures: Basic analysis reference manual”. Computers and Structures, Inc., Berkeley, California, USA.
FEMA, P695. 2009. “Quantification of building seismic performance factors”. Federal Emergency Management Agency.
Goel, R. K. and Chopra, A. K. 2008. “Role of shear keys in seismic behavior of bridges crossing fault-rupture zones”. J. Bridge Eng., 13(4).
Jara, J. M., Reynoso, J. R., Olmos, B. A. and Jara, M. 2015. “Expected seismic performance of irregular medium-span simply supported bridges on soft and hard soils”. Eng. Struct., 98: 174-185.
Jeremić, B., Kunnath, S. and Xiong, F. 2004. “Influence of soil–foundation–structure interaction on seismic response of the I-880 viaduct”. Eng. Struct., 26(3): 391-402.
Kappos, A. J., Manolis, G. D. and Moschonas, I. F. 2002. “Seismic assessment and design of R/C bridges with irregular configuration, including SSI effects”. Eng. Struct., 24(10): 1337-1348.
Kaviani, P., Zareian, F. and Taciroglu, E. 2012. “Seismic behavior of reinforced concrete bridges with skew-angled seat-type abutments”. Eng. Struct., 45: 137-150.
Kotsoglou, A. and Pantazopoulou, S. 2007. “Bridge–embankment interaction under transverse ground excitation”. Earthq. Eng. Struct. Dyn., 36(12): 1719-1740.
Mander, J., Priestley, M. and Park, R. 1988. “Theoretical stress-strain model for confined concrete”. J. Struct. Eng., 114(8): 1804-1826.
Martin, G. R. and Yan, L. 1995. “Modeling passive earth pressure for bridge abutments”. Earthquake-Induced Movements and Seismic Remediation of Existing Foundations and Abutments, ASCE, San Diego, pp. 1-16. ASCE.
McKenna, F., Fenves, G. and Scott, M. 2010. “Open system for earthquake engineering simulation (OpenSees)”. Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley, CA.
Megally, S. H., Silva, P. F. and Seible, F. 2002. “Seismic response of sacrificial shear keys in bridge abutments”. Final Report Submitted to Caltrans under Contract No. 59A0051, Department of Structural Engineering, University of California, San Diego.
Muthukumar, S. 2003. “A contact element approach with hysteresis damping for the analysis and design of pounding in bridges”. Doctoral Dissertation, Georgia Institute of Technology.
Mylonakis, G. 2000. “Seismic soil-structure interaction: Beneficial or detrimental?”. J. Earthq. Eng., 4(3): 277.
Nielson, B. G. 2005. “Analytical fragility curves for highway bridges in moderate seismic zones”. Doctoral Dissertation, Georgia Institute of Technology.
PEER. 2015. “NGA-West2 final products”. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.
Ramanathan, K. N. 2012. “Next generation seismic fragility curves for California bridges incorporating the evolution in seismic design philosophy”. Doctoral Dissertation, Georgia Institute of Technology.
Restrepo, J. C. O. 2006. “Displacement-based design of continuous concrete bridges under transverse seismic excitation”. Università degli Studi di Pavia.
Shamsabadi, A. 2007. “Three-dimensional nonlinear seismic soil-abutment-foundation-structure interaction analysis of skewed bridges”. University of Southern California.
Shamsabadi, A. and Yan, L. 2008. “Closed-form force-displacement backbone curves for bridge abutment-backfill systems”. Proceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress, ASCE, pp. 1-10.
Tehrani, P. and Mitchell, D. 2013. “Incremental dynamic analysis (IDA) applied to seismic risk assessment of bridges”. PP. 561-596. In: Tesfamariam, S. and Goda, K. (Eds.), Handbook of Seismic Risk Analysis and Management of Civil Infrastucure Systems.
Tonias, D. E. 1994. “Bridge Engineering: Design, Rehabilitation and Maintenance Modern Highwy Bridges”.
Torbol, M. and Shinozuka, M. 2014. “The directionality effect in the seismic risk assessment of highway networks”. Struct. Infrastruct. Eng., 10(2): 175-188.
Vamvatsikos, D. and Cornell, C. A. 2002. “Incremental dynamic analysis”. Earthq. Eng. Struct. Dyn. 31(3): 491-514.
Vamvatsikos, D. and Cornell, C. A. 2004. “Applied incremental dynamic analysis”. Earthq. Spectra, 20(2): 523-553.
Wang, Z., Padgett, J. E., Dueñas-Osorio, L., Eeri, M. and Eeri, M. 2013. “Influence of vertical ground motions on the seismic fragility modeling of a bridge-soil-foundation system”. Earthq. Spectra, 29(3): 937-962.