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Application of the MAST System for Collapse Experiments

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Multi-axis Substructure Testing System for Hybrid Simulation

Part of the book series: SpringerBriefs in Applied Sciences and Technology ((BRIEFSSTME))

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Abstract

This chapter presents the results of a range of experiments, including switched/mixed load/deformation mode quasi-static cyclic and hybrid simulation tests to highlight the unique and powerful capabilities of the MAST system, specifically for the assessment and mitigation of the collapse risk of structures.

The original version of this chapter was revised: See the “Chapter Note” section at the end of this chapter for details. The erratum to this chapter is available at https://doi.org/10.1007/978-981-10-5867-7_6

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ReferencesThe missing References: Ibarra, L. F., Medina, R. A., and Krawinkler, H. [2005] "Hysteretic models that incorporate strength and stiffness deterioration", Earthquake Engineering & Structural Dynamics, vol. 34(12), pp. 1489-1511. Schellenberg, A. H., Mahin, S. A., and Fenves, G. L. [2009] "Advanced implementation of hybrid simulation", Pacific Earthquake Engineering Research Center, University of California, Berkeley, U.S.

  • American Concrete Institute. (2008). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. SN:440.2R-8, Farmington Hills, U.S.

    Google Scholar 

  • American Society for Testing and Materials. (2011). Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens). SN:C109–11/C109 M-11, West Conshohocken, U.S.

    Google Scholar 

  • Barros, J. A. O., Varma, R. K., Sena-Cruz, J. M., & Azevedo, A. F. M. (2008). Near surface mounted CFRP strips for the flexural strengthening of RC columns: Experimental and numerical research. Engineering Structures, 30(12), 3412–3425.

    Article  Google Scholar 

  • Deierlein, G. G., Reinhorn, A. M., & Willford, M. R. (2010). Nonlinear structural analysis for seismic design, a guide for practicing engineers. Gaithersburg, MD, U.S.: National Institute of Standards and Technology.

    Google Scholar 

  • Del Carpio Ramos, M., Mosqueda, G., & Hashemi, M. J. (2015). Large-scale hybrid simulation of a steel moment frame building structure through collapse. Journal of Structural Engineering, 142(1), 04015086.

    Article  Google Scholar 

  • ElSouri, A. M., & Harajli, M. H. (2011). Seismic repair and strengthening of lap splices in RC columns: Carbon fiber-reinforced polymer versus steel confinement. Journal of Composites for Construction, 15(5), 721–731.

    Article  Google Scholar 

  • Federal Emergency Management Agency. (2007). Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components. Department of Homeland Security (DHS), Washington D.C., U.S.

    Google Scholar 

  • Gu, D. S., Wu, G., Wu, Z. S., & Wu, Y. F. (2010). Confinement effectiveness of FRP in retrofitting circular concrete columns under simulated seismic load. Journal of Composites for Construction, 14(5), 531–540.

    Article  Google Scholar 

  • Haselton, C. B., Liel, A. B., Lange, S. T., & Deierlein, G. G. (2008). Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. Berkeley, U.S.: Pacific Earthquake Engineering Research Center, University of California.

    Google Scholar 

  • Hashemi, M. J., Masroor, A., & Mosqueda, G. (2014). Implementation of online model updating in hybrid simulation. Earthquake Engineering and Structural Dynamics, 43(3), 395–412.

    Article  Google Scholar 

  • Hashemi, M. J., & Mosqueda, G. (2014). Innovative substructuring technique for hybrid simulation of multistory buildings through collapse. Earthquake Engineering and Structural Dynamics, 43(14), 2059–2074.

    Article  Google Scholar 

  • Hashemi, M. J., Mosqueda, G., Lignos, D. G., Medina, R. A., & Miranda, E. (2016). Assessment of numerical and experimental errors in hybrid simulation of framed structural systems through collapse. Journal of Earthquake Engineering, 20(6), 885–909.

    Article  Google Scholar 

  • Ibarra, L. F., & Krawinkler, H. (2005). Global collapse of frame structures under seismic excitations. Stanford, U.S.: Stanford University, John A. Blume Earthquake Engineering Center.

    Google Scholar 

  • Ibarra, L. F., Medina, R. A., & Krawinkler, H. (2005). Hysteretic models that incorporate strength and stiffness deterioration. Earthquake Engineering and Structural Dynamics, 34(12), 1489–1511.

    Google Scholar 

  • Jiang, S.-F., Zeng, X., Shen, S., & Xu, X. (2016). Experimental studies on the seismic behavior of earthquake-damaged circular bridge columns repaired by using combination of near-surface-mounted BFRP bars with external BFRP sheets jacketing. Engineering Structures, 106, 317–331.

    Article  Google Scholar 

  • Lynn, A. C., Moehle, J. P., Mahin, S. A., & Holmes, W. T. (1996). Seismic evaluation of existing reinforced concrete building columns. Earthquake Spectra, 12(4), 715–739.

    Article  Google Scholar 

  • Ma, G., & Li, H. (2015). Experimental study of the seismic behavior of predamaged reinforced-concrete columns retrofitted with basalt fiber–reinforced polymer. Journal of Composites for Construction. doi:10.1061/(ASCE)CC.1943-5614.0000572.

  • Nakamura, T., & Yoshimura, M. (2002). Gravity load collapse of reinforced concrete columns with brittle failure modes. Journal of Asian Architecture and Building Engineering, 1(1), 21–27.

    Article  Google Scholar 

  • Nakata, N. (2007). Multi-dimensional mixed-mode hybrid simulation, control and applications. Ph.D. Dissertation. U.S.: University of Illinois at Urbana-Champaign.

    Google Scholar 

  • Ozcan, O., Binici, B., & Ozcebe, G. (2010). Seismic strengthening of rectangular reinforced concrete columns using fiber reinforced polymers. Engineering Structures, 32(4), 964–973.

    Article  Google Scholar 

  • Pan, P., Nakashima, M., & Tomofuji, H. (2005). Online test using displacement-force mixed control. Earthquake Engineering and Structural Dynamics, 34(8), 869–888.

    Article  Google Scholar 

  • PEER. (2013). Structural performance database. Berkeley, U.S.: Pacific Earthquake Engineering Research Center, University of California.

    Google Scholar 

  • Porter, K., Kennedy, R., & Bachman, R. (2007). Creating fragility functions for performance-based earthquake engineering. Earthquake Spectra, 23(2), 471–489.

    Article  Google Scholar 

  • Realfonzo, R., & Napoli, A. (2009). Cyclic behavior of RC columns strengthened by FRP and steel devices. Journal of Structural Engineering, 135(10), 1164–1176.

    Article  Google Scholar 

  • Realfonzo, R., & Napoli, A. (2012). Results from cyclic tests on high aspect ratio RC columns strengthened with FRP systems. Construction and Building Materials, 37, 606–620.

    Article  Google Scholar 

  • Schellenberg, A. H., Mahin, S. A., & Fenves, G. L. (2009). Advanced implementation of hybrid simulation. Berkeley, U.S.: Pacific Earthquake Engineering Research Center, University of California.

    Google Scholar 

  • 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 

  • Sezen, H. (2002). Seismic response and modeling of reinforced concrete building columns. Ph.D. Dissertation. Berkeley, U.S.: University of California.

    Google Scholar 

  • Shan, B., Xiao, Y., & Guo, Y. R. (2006). Residual performance of FRP-retrofitted RC columns after being subjected to cyclic loading damage. Journal of Composites for Construction, 10(4), 304–312.

    Article  Google Scholar 

  • Wang, N. Y., & Ellingwood, B. R. (2015). Limit state design criteria for FRP strengthening of RC bridge components. Structural Safety, 56, 1–8.

    Article  Google Scholar 

  • Wang, T., Mosqueda, G., Jacobsen, A., & Cortes-Delgado, M. (2012). Performance evaluation of a distributed hybrid test framework to reproduce the collapse behavior of a structure. Earthquake Engineering & Structural Dynamics, 41(2), 295–313.

    Article  Google Scholar 

  • Wei, H., Wu, Z. M., Guo, X., & Yi, F. M. (2009). Experimental study on partially deteriorated strength concrete columns confined with CFRP. Engineering Structures, 31(10), 2495–2505.

    Article  Google Scholar 

  • Wibowo, A., Wilson, J. L., Lam, N. T. K., & Gad, E. F. (2014). Drift performance of lightly reinforced concrete columns. Engineering Structures, 59, 522–535.

    Article  Google Scholar 

  • Wang, Z. Y., Wang, D. Y., Smith, S. T., & Lu, D. G. (2012). Experimental testing and analytical modeling of CFRP-confined large circular RC columns subjected to cyclic axial compression. Engineering Structures, 40, 64–74.

    Google Scholar 

  • Yalcin, C., Kaya, O., & Sinangil, M. (2008). Seismic retrofitting of R/C columns having plain rebars using CFRP sheets for improved strength and ductility. Construction and Building Materials, 22(3), 295–307.

    Article  Google Scholar 

  • Zhong, W. (2005). Fast hybrid test system for substructure evaluation. Ph.D. Dissertation. U.S.: University of Colorado Boulder.

    Google Scholar 

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Correspondence to Riadh Al-Mahaidi .

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Al-Mahaidi, R., Hashemi, J., Kalfat, R., Burnett, G., Wilson, J. (2018). Application of the MAST System for Collapse Experiments. In: Multi-axis Substructure Testing System for Hybrid Simulation. SpringerBriefs in Applied Sciences and Technology(). Springer, Singapore. https://doi.org/10.1007/978-981-10-5867-7_4

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  • DOI: https://doi.org/10.1007/978-981-10-5867-7_4

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-10-5866-0

  • Online ISBN: 978-981-10-5867-7

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