MSBridge

References

Aviram, A., Mackie, K.R., and Stojadinovic, B. (2008). Effect of Abutment Modeling on the Seismic Response of Bridge Structures, Earthquake Engineering and Engineering Vibration 7(4), 395-402.

Berry, M.P., and Eberhard, M.O. (2007). Performance Modeling Strategies for Modern Reinforced Concrete Bridge Columns, Report No. 2007/07, Pacific Earthquake Engineering Research Center, University of California, Berkeley, California.

Kotsoglu, A., and Pantazopoulou, S. (2006). Modeling of Embankment Flexibility and Soil-structure Interaction in Integral Bridges, Proceedings of First European Conference on Earthquake Engineering and Seismology, September 3-8, Geneva, Switzerland.

Caltrans SDC, 2004. Caltrans Seismic Design Criteria, Version 1.3, California Department of Transportation, Sacramento, California.

Caltrans SDC, 2010. Caltrans Seismic Design Criteria, Version 1.6, California Department of Transportation, Sacramento, California.

Elgamal, A., Yang, Z., Parra, E., and Ragheb, A. 2003. Modeling of cyclic mobility in saturated cohesionless soils. International Journal of Plasticity, 19(6), 883-905.

Elgamal, A., and Lu, J. 2009. A Framework for 3D finite element analysis of lateral pile system response, Proceedings of the 2009 International Foundation Congress and Equipment Expo, Contemporary Topics in In Situ Testing, Analysis, and Reliability of Foundations, ASCE GSP 186, M. Iskander, D. F. Laefer, and M. H. Hussein, Editors, Orlando, Florida, March 15-19, pp. 616-623.

Elgamal, A., Jinchi Lu, J., and Forcellini, D. 2009a. Mitigation of liquefaction-induced lateral deformation in a sloping stratum: 3D numerical simulation, Journal of geotechnical and geoenvironmental engineering, ASCE, Vol. 135, No. 11, November , 1672-1682.

Elgamal, A., Lu, J., Yang, Z. and Shantz, T. 2009b. Scenario-focused three-dimensional computational modeling in geomechanics, Alexandria, Egypt, October 3-5, 4 iYGEC'09 - 4th International Young Geotechnical Engineers' Conference, 2 - 6 October, ISSMGE.

Elgamal, A. (2010). Calibrated 3D computational modeling of soil-structure systems and liquefaction scenarios, Proc. Fifth Intl. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, May 24-29, San Diego, CA.

Lu J., 2006. Parallel finite element modeling of earthquake site response and liquefaction, PhD Thesis, Department of Structural Engineering, University of California, San Diego, La Jolla, CA.

Mackie, K.R., and Stojadinovic, B. (2005). "Fragility basis for California highway overpass bridge seismic decision making." PEER Report No. 2005/02, Pacific Earthquake Engineering Research Center, University of California, Berkeley.

Mackie, K. and Stojadinovic, B. (2006). Seismic Vulnerability of Typical Multi-span California Highway Bridges, Proceedings of the Fifth National Seismic Conference on Bridges and highways, September 18-20, San Francisco.

Mackie, K.R., Wong, J-M., and Stojadinovic, B. (2008). "Integrated probabilistic performance-based evaluation of benchmark reinforced concrete bridges." PEER Report No. 2007/09, Pacific Earthquake Engineering Research Center, University of California, Berkeley.

Mackie, K.R., Wong, J-M., and Stojadinovic, B. (2010). Post-earthquake bridge repair cost and repair time estimation methodology. Earthquake Engineering and Structural Dynamics, 39(3): 281-301.

Mackie, K.R., Wong, J-M., and Stojadinovic, B. (2011). Bridge damage and loss scenarios calibrated by schematic design and cost estimation of repairs. Earthquake Spectra, 27: 1127-1145.

Maroney, B.H., and Chai, Y.H. (1994). Seismic Design and Retrofitting of Reinforced Concrete Bridges, Proceedings of 2nd International Workshop, Earthquake Commission of New Zealand, Queenstown, New Zealand.

Mander, J.B., Priestley, M.J.N., and Park, R. (1988). Theoretical Stress-Strain Model for Confined Concrete, Journal of the Structural Division ASCE, 114, pp. 1804-1826.

Mazzoni, S., McKenna, F., Scott, M. H., Fenves, G. L., et al. (2009). Open System for Earthquake Engineering Simulation, User Command-Language Manual, Pacific Earthquake Engineering Research Center, University of California, Berkeley, OpenSees version 2.0, May.

Megally, S.H., Seible, F., Bozorgzadeh, A., Restrepo, J. and Silva, P.F. (2003). Response of Sacrificial Shear Keys in Bridge Abutments to Seismic Loading, Proceedings of the FIB Symposium on Concrete Structures in Seismic Regions, May 6-9, Athens, Greece.

Shamsabadi, A., Rollins, K.M, and Kapuskar, M. (2007). Nonlinear Soil-Abutment-Bridge Structure Interaction for Seismic Performance-Based Design, Journal of Geotechnical and Geoenvironmental Engineering, 133(6), 707-720, June.

Shamsabadi, A., Khalili-Tehrani, P., Stewart, J.P., and Taciroglu, E. (2010). Validated Simulation Models for Lateral Response of Bridge Abutments with Typical Backfills, J. Bridge Eng., 15(3), 302-311, May.

Werner, S.D. (1994). Study of Caltrans' Seismic Evaluation Procedures for Short Bridges, Proceedings of the 3rd Annual Seismic Research Workshop, Sacramento, California.

Yang, Z., Elgamal, A., and Parra, E. 2003. A computational model for cyclic mobility and associated shear deformation, Journal of Geotechnical and Geoenvironmental Engineering, 129 (12), 1119-1127.

Zhang, J., and Makris, N. (2002). Kinematic Response Functions and Dynamic Stiffnesses of Bridge Embankments, Earthquake Engineering & Structural Dynamics, 31(11), pp. 1933-1966.