Abstract
There is growing interest in the seismic application of shape memory alloys (SMAs) in concrete structures. However, for the seismic performance of such new class of materials with complex thermomechanical behavior to be fully understood, more advanced simulation tools are required.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
American Association of State Highway Officials (AASHO). (1969). Standard specifications for highway bridges (10th ed.). Washington DC.
Andrawes, B., & Shin, M. (2008). Seismic retrofit of bridge columns using innovative wrapping technique. In Proceedings of Structures Congress (pp. 1–10). Vancouver, Canada.
Braga, F., Gigliotti, R., Laterza, M., D’Amato, M., & Kunnath, S. (2012). Modified steel bar model incorporating bond-slip for seismic assessment of concrete structures. Journal of Structural Engineering, 138, 1342–1350.
California Department of Transportation (Caltrans). (2013). Seismic design criteria, Version 1.7. Sacramento, CA.
Chen, Q. (2015). Experimental testing and constitutive modeling of concrete confined with shape memory alloys. Doctoral dissertation, University of Illinois at Urbana-Champaign.
Chen, Q., & Andrawes, B. (2014). Monotonic and cyclic experimental testing of concrete confined with shape memory alloy spirals. In Proceedings of 10th US National Conference on Earthquake Engineering, Anchorage, Alaska.
Daudey, X., & Filiatrault, A. (2000). Seismic evaluation and retrofit with steel jackets of reinforced concrete bridge piers detailed with lap-splices. Canadian Journal of Civil Engineering, 27, 1–16.
Gamble, W. L., Hawkins, N. M., & Kaspar, I. I. (1996). Seismic retrofitting experience and experiments in Illinois. In Proceedings of 5th National Workshop on Bridge Research in Progress. Buffalo, NY: National Center for Earthquake Engineering Research (NCEER), State University of New York.
Giuffrè, A., & Pinto, P. E. (1970). Reinforced concrete behavior under strong repeated loadings. Giornale del Genio Civile, 5, 391–408.
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, 749–757.
Kent, D. C., & Park, R. (1971). Flexural members with confined concrete. Journal of the Structural Division.
Kwon, O. S., Nakata, N., Elnashai, A., & Spencer, B. (2005). A framework for multi-site distributed simulation and application to complex structural systems. Journal of Earthquake Engineering, 9, 741–753.
Menegotto, M., & Pinto, P. E. (1973). Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and inelastic behavior of elements under combined normal force and bending. In IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, Final report, Lisbon.
Nesheli, K. N., & Meguro, K. (2006). Seismic retrofitting of earthquake-damaged concrete columns by lateral pre-tensioning of FRP belts. In Proceedings of 8th US National Conference on Earthquake Engineering. El Cerrito, CA.
Priestley, M. N., Seible, F., Xiao, Y., & Verma, R. (1994a). Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength-part 1: Theoretical considerations and test design. Structural Journal, 91, 394–405.
Priestley, M. N., Seible, F., & Xiao, Y. (1994b). Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength-part 2: Test results and comparison with theory. Structural Journal, 91, 537–551.
Saadatmanesh, H., Ehsani, M. R., & Li, M. W. (1994). Strength and ductility of concrete columns externally reinforced with fiber composite straps. Structural Journal, 91, 434–447.
Saatcioglu, M., & Yalcin, C. (2003). External prestressing concrete columns for improved seismic shear resistance. Journal of Structural Engineering, 129, 1057–1070.
Scott, B. D., Park, R., & Priestley, M. J. N. (1982). Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. ACI Journal, 79, 13–27.
Shin, M., & Andrawes, B. (2010). Experimental investigation of actively confined concrete using shape memory alloys. Engineering Structures, 32, 656–664.
Shin, M., & Andrawes, B. (2011). Lateral cyclic behavior of reinforced concrete columns retrofitted with shape memory spirals and FRP wraps. Journal of Structural Engineering, 137, 1282–1290.
Shin, M., & Andrawes, B. (2012). Modeling and validation of RC columns seismically retrofitted using shape memory spiral. In Proceedings of Structures Congress (pp. 571–580). Chicago, IL.
Shing, P. B., Nakashima, M., & Bursi, O. S. (1996). Application of pseudodynamic test method to structural research. Earthquake spectra, 12, 29–56.
Spacone, E., Ciampi, V., & Filippou, F. C. (1996a). Mixed formulation of nonlinear beam finite element. Computers & Structures, 58, 71–83.
Spacone, E., Filippou, F. C., & Taucer, F. F. (1996b). Fibre beam-column model for non-linear analysis of R/C frames: Part I Formulation. Earthquake Engineering and Structural Dynamics, 25, 711–726.
Takanashi, K., Udagawa, K., Seki, M., Okada, T., & Tanaka, H. (1975). Nonlinear earthquake response analysis of structures by a computer-actuator on-line system. Bulletin of Earthquake Resistant Structure Research Center, 8, 1–17.
Takanashi, K., & Nakashima, M. (1987). Japanese activities on on-line testing. Journal of Engineering Mechanics, 113, 1014–1032.
Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics, 31, 491–514.
Xiao, Y., & Wu, H. (2003). Retrofit of reinforced concrete columns using partially stiffened steel jackets. Journal of Structural Engineering, 129, 725–732.
Yamakawa, T., Banazadeh, M., & Fujikawa, S. (2004). Emergency retrofit of damaged RC columns right after seismic attack using pre-tensioned aramid fiber belts. In Proceedings of 1st Conference on Applications of FRP Composites in Construction and Rehabilitation of Structures.
Acknowledgements
This research was funded by the National Science Foundation (NSF) through its Faculty Early Career Development (CAREER) program under Award No. 1055640, and the authors are grateful for the support.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Jung, D., Andrawes, B. (2019). Seismic Performance of Rehabilitated RC Columns Using Material Testing Integrated (MTI) Simulation. In: Hsu, T. (eds) Concrete Structures in Earthquake. Springer, Singapore. https://doi.org/10.1007/978-981-13-3278-4_21
Download citation
DOI: https://doi.org/10.1007/978-981-13-3278-4_21
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-3277-7
Online ISBN: 978-981-13-3278-4
eBook Packages: EngineeringEngineering (R0)