Abdelnaby, A., & Elnashai, A. (2014). Performance of degrading reinforced concrete frame systems under Tohoku and Christchurch earthquake sequences. *Journal of Earthquake Engineering*
*18*(7), 1009–1036. doi:10.1080/13632469.2014.923796.

Article
Google Scholar

Andrawes, B., Shin, M., & Wierschem, N. (2009). Active confinement of reinforced concrete bridge columns using shape memory alloys. *Journal of Bridge Engineering*
*15*(1), 81–89. doi:10.1061/ASCEBE.1943-5592.0000038.

Article
Google Scholar

Arias, A. (1970). A measure of earthquake intensity. In R. J. Hansen (Ed.), *Seismic design for nuclear power plants* (pp. 438–483). Cambridge, MA: MIT Press.

Google Scholar

Aschheim, M., & Black, E. (1999). Effects of prior earthquake damage on response of simple stiffness-degrading structures. *Earthquake Spectra*
*15*(1), 1–24.

Article
Google Scholar

ATC-63. (2009). *Quantification of building seismic performance factors*. Redwood City, CA: FEMA P695.

Google Scholar

Baker, J. W., & Cornell, C. A. (2006). *Vector-valued ground motion intensity measures for probabilistic seismic demand analysis*. Berkeley, CA: Pacific Earthquake Engineering Research Center, College of Engineering, University of California.

Baker, J. W., Lin, T., Shahi, S. K., & Jayaram, N. (2011). *New ground motion selection procedures and selection motions for the PEER transportation research program*. PEER report 2011/03, Berkeley, CA: Pacific Earthquake Engineering Research Center.

Bearman, C. F. (2012). *Post-earthquake assessment of reinforced concrete frames*. M.S. Thesis, Department of Civil and Environmental Engineering, University of Washington, Seattle, WA.

Berry, M. P., & Eberhard, M. O. (2007). *Performance modeling strategies for modern reinforced concrete bridge columns*. PEER report 2007/07. Berkeley, CA: Pacific Engineering Research Center, University of California.

Bianchi, F., Sousa, R., & Pinho, R. (2011). Blind prediction of a full-scale RC bridge column tested under dynamic conditions. In *Proceedings of the 3rd international conference on computational methods in structural dynamics and earthquake engineering* (*COMPDYN 2011*) *Corfu, Greece*, Paper no. 294.

Billah, A. M., Alam, M. S., & Bhuiyan, M. R. (2013). Fragility analysis of retrofitted multicolumn bridge bent subjected to near-fault and far-field ground motion. *Journal of Bridge Engineering*. doi:10.1061/(ASCE)BE.1943-5592.0000452.

Google Scholar

Buckle, I., Friedland, I., Mander, J., Martin, G., Nutt, R., & Power, M. (2006). Seismic retrofitting manual for highway structures: Part 1-bridges (No. FHWA-HRT-06-032).

Calderone, A., Lehman, D. E., & Moehle, J. P. (2001). *Behavior of reinforced concrete bridge columns having varying aspect ratios and varying lengths of confinement*. Berkeley, CA: Pacific Earthquake Engineering Research Center.

California Department of Transportation. (2004). *Caltrans bridge design specification*. Sacramento, CA: California Department of Transportation.

Google Scholar

Chang, L., Peng, F., Ouyang, Y., Elnashai, A. S., & Spencer, B. F, Jr. (2012). Bridge seismic retrofit program planning to maximize postearthquake transportation network capacity. *Journal of Infrastructure Systems*
*18*(2), 75–88.

Article
Google Scholar

Cho, J. Y., & Pincheira, J. A. (2006). Inelastic analysis of reinforced concrete columns with short lap splices subjected to reversed cyclic loads. *ACI Structural Journal*
*103*(2), 280–290.

Google Scholar

Chopra, A. K., & Goel, R. K. (2002). A modal pushover analysis procedure for estimating seismic demands for buildings. *Earthquake Engineering and Structural Dynamics*
*31*(3), 561–582.

Article
Google Scholar

Cornell, C. A., Jalayer, F., Hamburger, R. O., & Foutch, D. A. (2002). Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. *Journal of Structural Engineering*
*128*(4), 526–533.

Article
Google Scholar

Di Sarno, L. (2013). Effects of multiple earthquakes on inelastic structural response. *Engineering Structures*
*56*, 673–681.

Article
Google Scholar

Dutta, A., & Mander, J. B. (1998). Seismic fragility analysis of highway bridges. In *Proceedings of the INCEDE-MCEER center-to-center project workshop on earthquake engineering Frontiers in transportation systems* (pp. 22–23).

ElGawady, M., Endeshaw, M., McLean, D., & Sack, R. (2009). Retrofitting of rectangular columns with deficient lap splices. *Journal of Composites for Construction*
*14*(1), 22–35.

Article
Google Scholar

Fakharifar, M., Chen, G., Arezoumandi, M., & ElGawady, M. (2015a). Hybrid jacketing for rapid repair of seismically damaged reinforced concrete columns. *Transportation Research Record: Journal of the Transportation Research Board*. doi:10.3141/2522-07.

Google Scholar

Fakharifar, M., Chen, G., Lin, Z., & Woolsey, Z. (2014a). Behavior and strength of passively confined concrete filled tubes. In *The 10th U.S. National conference on earthquake engineering: July 21–25, 2014, Anchorage, AL*.

Fakharifar, M., Chen, G., Sneed, L., & Dalvand, A. (2015b). Seismic performance of post-mainshock FRP/steel repaired RC bridge columns subjected to aftershocks. *Composites Part B: Engineering*. doi:10.1016/j.compositesb.2014.12.010.

Google Scholar

Fakharifar, M., Dalvand, A., Arezoumandi, M., Sharbatdar, M. K., Chen, G., & Kheyroddin, A. (2014b). Mechanical properties of high performance fiber reinforced cementitious composites. *Construction and Building Materials*
*71*, 510–520. doi:10.1016/j.conbuildmat.2014.08.068.

Article
Google Scholar

Fakharifar, M., Dalvand, A., Sharbatdar, M. K., Chen, G., & Sneed, L. (2015c). Innovative hybrid reinforcement constituting conventional longitudinal steel and FRP stirrups for improved seismic strength and ductility of RC structures. *Frontiers of Structural and Civil Engineering*. doi:10.1007/s11709-015-0295-9.

Google Scholar

Fakharifar, M., Sharbatdar, M. K., & Lin, Z. (2013). Seismic performance and global ductility of reinforced concrete frames with CFRP laminates retrofitted joints. In *Structures congress 2013* (pp. 2080–2093). ASCE.

Fakharifar, M., Sharbatdar, M. K., Lin, Z., Dalvand, A., Sivandi-Pour, A., & Chen, G. (2014c). Seismic performance and global ductility of RC frames rehabilitated with retrofitted joints by CFRP laminates. *Earthquake Engineering and Engineering Vibration,*
*13*(1), 59–73.

Article
Google Scholar

FEMA 356. (2000). *Prestandard and commentary for the seismic rehabilitation of building*s. Prepared by ASCE for Federal Emergency Management Agency, Washington, D.C.

Ferracuti, B., Pinho, R., Savoia, M., & Francia, R. (2009). Verification of displacement-based adaptive pushover through multi-ground motion incremental dynamic analyses. *Engineering Structures*
*31*(8), 1789–1799.

Article
Google Scholar

Ferracuti, B., & Savoia, M. (2005). Cyclic behaviour of FRP-wrapped columns under axial and flexural loadings. In *Proceedings of the international conference on fracture*, *Turin, Italy*.

Filippou, F. C., Popov, E. P., & Bertero, V. V. (1983). *Effects of bond deterioration on hysteretic behaviour of reinforced concrete joints*. Report EERC 83-19. Berkeley, CA: Earthquake Engineering Research Center, University of California.

Fragiadakis, M., Pinho, R., & Antoniou, S. (2008). Modelling inelastic buckling of reinforcing bars under earthquake loading. In M. Papadrakakis, D. C. Charmpis, N. D. Lagaros, Y. Tsompanakis, & A. A. Balkema (Eds.), *Progress in computational dynamics and earthquake engineering*. Leiden, Netherlands: Taylor & Francis.

Grelle, S. V., & Sneed, L. H. (2013). Review of anchorage systems for externally bonded FRP laminates. *International Journal of Concrete Structures and Materials*
*7*(1), 17–33. doi:10.1007/s40069-013-0029-0.

Harajli, M., Hamad, B., & Karam, K. (2002). Bond-slip response of reinforcing bars embedded in plain and fiber concrete. *Journal of Materials in Civil Engineering*
*14*(6), 503–511.

Article
Google Scholar

Haroun, M. A., & Elsanadedy, H. M. (2005). Fiber-reinforced plastic jackets for ductility enhancement of reinforced concrete bridge columns with poor lap-splice detailing. *Journal of Bridge Engineering*
*10*(6), 749–757.

Article
Google Scholar

Haselton, C. B., Liel, A. B., Taylor Lange, S., & Deierlein, G. G. (2008). *Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings*. PEER report 2007/03. Berkeley, CA: Pacific Engineering Research Center, University of California.

HAZUS-MH. (2003). *Multi-hazard loss estimation methodology earthquake mode*l. HAZUS-MH MR3 technical manual. Washington, DC: Federal Emergency Management Agency (FEMA).

He, R., Sneed, L. H., & Belarbi, A. (2013). Rapid repair of severely damaged RC columns with different damage conditions: An experimental study. *International Journal of Concrete Structures and Materials*
*7*(1), 35–50. doi:10.1007/s40069-013-0030-7.

Article
Google Scholar

Huang, W., & Andrawes, B. (2014). Seismic performance of SMA retrofitted multiple-frame RC bridges subjected to stong mainshock-aftershock sequences. In *10th U.S. National conference on earthquake engineering* (*10NCEE*) *Anchorage, Alaska*.

Jirawattanasomkul, T. (2013). *Ultimate shear behavior and modeling of reinforced concrete members jacketed by fiber reinforced polymer and steel*. PhD thesis. Hokkaido University, Sapporo, Japan.

Kent, D. C., & Park, R. (1973). Cyclic load behaviour of reinforcing steel. *Strain*
*9*(3), 98–103.

Article
Google Scholar

Kunnath, S. K., El-Bahy, A., Taylor, A. W., & Stone, W. C. (1997). *Cumulative seismic damage of reinforced concrete bridge piers*. In Technical report NCEER (No. 97-0006). US National Center for Earthquake Engineering Research.

Lee, D. H., Kim, D., & Lee, K. (2009). Analytical approach for the earthquake performance evaluation of repaired/retrofitted RC bridge piers using time-dependent element. *Nonlinear Dynamics*
*56*(4), 463–482.

Article
MATH
Google Scholar

Lee, D. H., Park, J., Lee, K., & Kim, B. H. (2011). Nonlinear seismic assessment for the post-repair response of RC bridge piers. *Composites Part B Engineering*
*42*(5), 1318–1329.

Article
MathSciNet
Google Scholar

Li, Y., Song, R., & Van De Lindt, J. W. (2014). Collapse fragility of steel structures subjected to earthquake mainshock-aftershock sequences. *Journal of Structural Engineering*
*140*(12), 04014095.

Article
Google Scholar

Li, Y., Song, R., van de Lindt, J., Nazari, N., & Luco, N. (2012). Assessment of wood and steel structures subjected to earthquake mainshock-aftershock. In *15th world conference on earthquake engineering, Lisbon, Portugal*.

Lin, Z., Fakhairfar, M., Wu, C., Chen, G., Bevans, W., Gunasekaran, A. V. K., & Sedighsarvestani, S. (2013). *Design, construction and load testing of the Pat Daly Road Bridge in Washington County, MO, with internal glass fiber reinforced polymers reinforcement*. Report no. NUTC R275.

Mackie, K. R., & Stojadinovic, B. (2007). R-factor parameterized bridge damage fragility curves. *Journal of Bridge Engineering*
*12*(4), 500–510.

Article
Google Scholar

Madas, P., & Elnashai, A. S. (1992). A new passive confinement model for transient analysis of reinforced concrete structures. *Earthquake Engineering and Structural Dynamics*
*21*, 409–431.

Article
Google Scholar

Mander, J. B., Priestley, M. J. N., & Park, R. (1988). Theoretical stress–strain model for confined concrete. *Journal of Structural Engineering*
*114*(8), 1804–1826.

Article
Google Scholar

Marson, J., & Bruneau, M. (2004). Cyclic testing of concrete-filled circular steel bridge piers having encased fixed-based detail. *Journal of Bridge Engineering, ASCE*
*9*(1), 14–23.

Article
Google Scholar

Martinez-Rueda, J. E., & Elnashai, A. S. (1997). Confined concrete model under cyclic load. *Materials and Structures*
*30*(197), 139–147.

Article
Google Scholar

Menegotto, M., & Pinto, P. E. (1973). Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. In *Symposium on the resistance and ultimate deformability of structures acted on by well defined repeated loads, international association for bridge and structural engineering*, *Zurich, Switzerland* (pp. 15–22).

Nazari, N., van de Lindt, J. W., & Li, Y. (2013). Effect of mainshock-aftershock sequences on woodframe building damage fragilities 1. *Journal of Performance of Constructed Facilities*
*29*(1), 04014036.

Article
Google Scholar

Nielson, B. G., & DesRoches, R. (2007). Analytical seismic fragility curves for typical bridges in the central and southeastern United States. *Earthquake Spectra*
*23*(3), 615–633.

Article
Google Scholar

PEER. (2010). Retrieved July 24, 2014, from http://nisee2.berkeley.edu/peer/prediction_contest/?page_id=25.

Pinto, A. V., Verzeletti, G., Pegon, P., Magonette, G., Negro, P., & Guedes, J., (1996). *Pseudo-dynamic testing of large-scale R/C Bridges*. Report EUR 16378, Ispra (VA), Italy.

Priestley, M. J. N., Calvi, G. M., & Kowalsky, M. J. (2007). *Displacement based seismic design of structures*. Pavia, Italy: Istituto Universitario di Studi Superiori Press.

Priestley, M. N., Seible, F., & Calvi, G. M. (1996). *Seismic design and retrofit of bridges*. New York, NY: Wiley.

Ribeiro, F. L., Barbosa, A. R., & Neves, L. C. (2014). Application of reliability-based robustness assessment of steel moment resisting frame structures under post-mainshock cascading events. *Journal of Structural Engineering*
*140*(8), A4014008.

Article
Google Scholar

Rodriguez, M. E., Botero, J. C., & Villia, J. (1999). Cyclic stress–strain behavior of reinforcing steel including effect of buckling. *Journal of Structural Engineering*
*125*(6), 605–612.

Article
Google Scholar

Saatcioglu, M., & Grira, M. (1999). Confinement of reinforced concrete columns with welded reinforced grids. *ACI Structural Journal*
*96*(1), 29–39.

Google Scholar

Saatcioglu, M., & Yalcin, C. (2003). External prestressing concrete columns for improved seismic shear resistance. *Journal of Structural Engineering*
*129*(8), 1057–1070.

Article
Google Scholar

Schoettler, M. J., Restrepo, J. I., Guerrini, G., Duck, D. E., & Carrea, F. (2012). *A full-scale, single-column bridge bent tested by shake-table excitation*. Las Vegas, NV: Center for Civil Engineering Earthquake Research, Department of Civil Engineering, University of Nevada.

Scholz, C. H. (2002). *The mechanics of earthquakes and faulting*. Cambridge, MA: Cambridge University Press.

Scott, M. H., & Fenves, G. L. (2006). Plastic hinge integration methods for force-based beam–column elements. *Journal of Structural Engineering*
*132*(2), 244–252.

Article
Google Scholar

Seismosoft. (2013a). SeismoStruct—A computer program for static and dynamic nonlinear analysis of framed structures. www.seismosoft.com.

Seismosoft. (2013b). SeismoStruct ver. 6.0 and 7.0—Verification report.

Shamsabadi, A., Khalili-Tehrani, P., Stewart, J. P., & Taciroglu, E. (2009). Validated simulation models for lateral response of bridge abutments with typical backfills. *Journal of Bridge Engineering*
*15*(3), 302–311. doi:10.1061/(ASCE)BE.1943-5592.0000058.

Article
Google Scholar

Shinozuka, M., Feng, M. Q., Kim, H. K., & Kim, S. H. (2000). Nonlinear static procedure for fragility curve development. *Journal of Engineering Mechanics*
*126*(12), 1287–1295.

Article
Google Scholar

Sivaselvan, M., & Reinhorn, A. M. (1999). *Hysteretic models for cyclic behavior of deteriorating inelastic structures*. Report MCEER-99-0018, MCEER/SUNY/Buffalo.

Sivaselvan, M., & Reinhorn, A. M. (2001). Hysteretic models for deteriorating inelastic structures. *Journal of Engineering Mechanics ASCE 126*(6), 633–640, with discussion by Wang and Foliente and closure in Vol. 127, No. 11.

Spoelstra, M., & Monti, G. (1999). FRP-confined concrete model. *Journal of Composites for Construction, ASCE*
*3*, 143–150.

Article
Google Scholar

Tehrani, P., & Mitchell, D. (2013). Seismic risk assessment of four-span bridges in Montreal designed using the Canadian Bridge design code. *Journal of Bridge Engineering*
*19*(8), A4014002.

Article
Google Scholar

Terzic, V., & Stojadinovic, B. (2013). Hybrid simulation of bridge response to three-dimensional earthquake excitation followed by truck load. *Journal of Structural Engineering*
*140*(8), A4014010.

Article
Google Scholar

USGS. (2012). United States Geological Survey. http://www.usgs.gov/.

Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis. *Earthquake Engineering and Structural Dynamics*
*31*(3), 491–514.

Article
Google Scholar

Villaverde, R. (2007). Methods to assess the seismic collapse capacity of building structures: State of the art. *Journal of Structural Engineering*
*133*(1), 57–66.

Article
Google Scholar

Vosooghi, A., & Saiidi, M. (2010). *Post-earthquake evaluation and emergency repair of damaged RC bridge columns using CFRP materials*. Rep. no. CCEER-10-05. Reno, NV: Center for Civil Engineering Earthquake Research, Dept. of Civil Engineering, Univ. of Nevada.

Vosooghi, A., & Saiidi, M. S. (2012). Design guidelines for rapid repair of earthquake-damaged circular RC bridge columns using CFRP. *Journal of Bridge Engineering*
*18*(9), 827–836. doi:10.1061/(ASCE)BE.1943-5592.0000426.

Article
Google Scholar

White, T., & Ventura, C. E. (2004). Ground motion sensitivity of a Vancouver-style high rise. *Canadian Journal of Civil Engineering*
*31*, 292–307.

Article
Google Scholar

Xiao, Y., & Ma, R. (1997). Seismic retrofit of RC circular columns using prefabricated composite jacketing. *Journal of Structural Engineering*
*123*(10), 1357–1364.

Article
Google Scholar

Yang, J. (2009). *Nonlinear responses of high-rise buildings in giant subduction earthquakes*. PhD thesis. California Institute of Technology, CA, USA.

Yankelevsky, D. Z., & Reinhardt, H. W. (1989). Uniaxial behavior of concrete in cyclic tension. *Journal of Structural Engineering, ASCE*
*115*(1), 166–182.

Article
Google Scholar

Ying, X. F., Chen, G., Silva, P. F., LaBoube, R., & Yen, P. W. (2006). Thin steel sheet wrapping on RC columns and steel plate strengthening on beam-column joints for seismic ductility and capacity improvements. In *National conference on earthquake engineering, paper no. 513, conference proceeding, San Fransisco, CA, USA, April 18–22, 2006*.

Youm, K. S., Lee, H. E., & Choi, S. (2006). Seismic performance of repaired RC columns. *Magazine of Concrete Research*
*58*(5), 267–276.

Article
Google Scholar