參考文獻 |
參考文獻
【1】 Otani S, Hiraishi H, Midorikawa M. Development of smart systems for building structures. Proceedings of SPIE 2000;3988:2–9.
【2】 G. Song , N. Ma , H. –N. Li “Applications of shape memory alloys in civil structures” 2006 Elsevier Ltd. All rights reserved.doi:10.1016/j.engstruct.2005.12.010
【3】 Indirli M et al. Demo application of shape memory alloy devices: the rehabilitation of S. Georgio Church Bell Tower. Proceedings of SPIE 2001;4330:262–72.
【4】 Duerig TW et al. Engineering aspects of shape memory alloys. London:Butterworth-Heinemann; 1990.
【5】 Saadat S, Salichs J, Noori M, Hou Z, Davoodi H, Bar-on I, Suzuki Y,Masuda A. An overview of vibration and seismic application of NiTi shape memory alloy. Smart Materials and Structures 2002;11:218–29.
【6】 Wilde K, Gardoni P, Fujino Y. Base isolation system with shape memory alloy device for elevated highway bridges. Engineering Structures 2000;22:222–9.
【7】 Dolce M, Cardone D, Marnetto R. SMA re-centering devices for seismic isolation of civil structures. Proceedings of SPIE 2001;4330:238–49.
【8】 Khan MM, Lagoudas D. Modeling of shape memory alloy pseudoelastic spring elements using Preisach model for passive vibration isolation.Proceedings of SPIE 2002;4693:336–47.
【9】 Mayes JJ, Lagoudas D, Henderson BK. An experimental investigation of shape memory alloy pseudoelastic springs for passive vibration isolation.In: AIAA space 2001 conference and exposition. 2001.
【10】 Corbi O. Shape memory alloys and their application in structural
oscillations attenuation. Simulation Modeling Practice and Theory 2003;11:387–402.
【11】 Clark P, Aiken I, Kelly J, Higashino M, Krumme R. Experimental and analytical studies of shape memory alloy dampers for structural control.In: Proceedings of passive damping. 1995.
【12】 Han YL, Li QS, Li AQ, Leung AYT, Lin PH. Structural vibration control by shape memory alloy damper. Earthquake Engineering and Structural Dynamics 2003;32:483–94.
【13】 Li H, Liu M, Ou JP. Vibration mitigation of a stay cable with one shape memory alloy damper. Structural Control and Health Monitoring 2004;11:1–36.
【14】 DesRoches R, Delemont M. Seismic retrofit of simply supported bridges using shape memory alloys. Engineering Structures 2002;24:325–32.
【15】 Tamai H, Kitagawa Y. Pseudoelastic behavior of shape memory alloy wires and its application to seismic resistance member for building.Computational Materials Science 2002;25:218–27.
【16】 Leon RT, DesRoches R, Ocel J, Hess G. Innovative beam column using shape memory alloys. Proceedings of SPIE 2001;4330:227–37.
【17】 Sakai Y, Kitagawa Y, Fukuta T, Iiba M. Experimental study on
enhancement of self-restoration of concrete beams using SMA wire.Proceeding of SPIE 2003;5057:178–86.
【18】 Otero K. Intelligent reinforced concrete structures using shape memory alloys. M.S. thesis. Advisor: Dr. G. Song, University of Houston; 2004.
【19】 Song G, Mo YL. Increasing concrete structural survivability using smart materials. A proposal submitted to Grants to Enhance and Advance Research (GEAR), University of Houston; January 2003.
【20】 Mo YL, Song G, Otero K. Development and testing of a proof-of-concept smart concrete structure. In: Proceeding of smart structures technologies and earthquake engineering. 2004.
【21】 Andrawes B, DesRoches R. School of Civil and Environmental Engineering,Georgia Institute of Technology, Atlanta,GA 30332-0355,USA Received 2 April 2004, in ?nal form 26 February 2005 Published 26 May 2005 Online atstacks.iop.org/SMS/14/S60
【22】 M. Saiid Saiidi, Melissa O’Brien, and Mahmoud Sadrossadat-Zadeh. ACI Structural Journal, V. 106, No. 1, January-February 2009.
【23】 Ocel, J., DesRoches, R., Leon, R. T., Hess, W. G., Krumme, R., Hayes, J. R., and Sweeney, S.,2004. Steel beam-column connections using shape memory alloys, J. Struct. Eng. 130, 732–740.
【24】 Indirli M et al. Demo application of shape memory alloy devices: the rehabilitation of S. Georgio Church Bell Tower. Proceedings of SPIE 2001;4330:262–72.
【25】 John C.Wilson, and Michael J.Wesolowsky. Earthquake Spectra, Volume 21, No. 2, pages 569–601, May 2005; c 2005, Earthquake Engineering Research Institute
【26】 C.-C. Hung, B.-T. Tseng, W.-G. You, J.-L. Huang, Effectiveness of using high performance fiber reinforced concrete in coupled structural walls for improving seismic performance, Structural Engineering, Chinese Society of Structural Engineering. 26(4) (2011) 3-16.
【27】 C.-C. Hung, Y.-F. Su, K.-H. Yu, Modeling the shear hysteretic response for high performance fiber reinforced cementitious composites, Construction and Building Materials. 41 (2013) 37-48.
【28】 C.-C. Hung, S.-H. Li, Three-dimensional model for analysis of high performance fiber reinforced cement-based composites, Composites Part B: Engineering. 45 (2013) 1441-1447.
【29】 C.-C. Hung, S. El-Tawil, Seismic behavior of a coupled wall system with hpfrc materials in critical regions, ASCE Journal of Structural Engineering. 137(2) (2011) 1395-1636.
【30】 C.-C. Hung, S. El-Tawil, Hybrid rotating/fixed-crack model for high performance fiber reinforced cementitious composites, ACI Materials Journal. 107(6) (2010) 569-577.
【31】 T.W. Duerig, K.N. Melton, D. Stockel, C. M. Wayman, Engineering Aspects of Shape Memory Alloys, Butterworth-Heinemann, London, 1990.
【32】 Liao, W.-C., A.E. IN-PLANE PURE SHEAR PANEL TEST OF SELF-CONSOLIDATING HIGH PERFORMANCE FIBER REINFORCED CONCRETE (SCHPFRC)The 5th Cross-strait Conference on Structural and Geotechnical Engineering (SGE-5), Hong Kong, China, 13-15 July 2011
【33】 Sezen, H., and Setzler, E. J., “Reinforcement slip in reinforced
concrete columns.” ACI Structral Journal, 105(3), (2008).
【34】 Setzler, E. J., and Sezen, H., “Model for the lateral behavior of reinforced concrete columns including shear deformations.” Earthquake Spectra, 24(2), 493–511(2008).
【35】 Chou, S.-H., Naaman, A. E., and Parra-Montesions, G. J., “Bond behavior of strand embedded in fiber reinforced cementitious composites.” PCI Journal, November-December (2006).
【36】 Canbolat, B. A., Parra-Montesinos, G. J., and Wight, J. K., “Experimental study on seismic behavior of high-performance fiber-reinforced cement composite coupling beams.” ACI Structral Journal,102(1), 159-166, (2005).
【37】 Kim, D. J., “Strain rate effect on high performance fiber reinforced cementitious composites using slip hardening high strength deformed steel fibers.” University of Michigan, Doctor's Thesis, (2009)
【38】 Kim, D.-Y., and Kwak, H.-G, “Cracking behavior of RC shear walls subject to cyclic loadings.” Department of Civil and Environmental Engineering, 1(1), 77-98, (2004).
【39】 Vecchio, F. J., and Collins, M. P. ‘‘The modified compression field theory for reinforced concrete elements subjected to shear.’’ ACI Struct. J., 83(2), 219–231, (1986).
【40】 Parra-Montesino, G. J. “High-performance fiber reinforced cement composites: an alternative for seismic design of structures.” ACI Structural Journal,102(5),668-675 (2005).
【41】 Parra-Montesinos, G. J., Canbolat, B. A., and Jeyaraman, G, R., “Relaxation of confinrment eeinforcement eequirement in structural walls through the use of fiber reinforced cement composites.” 8th National Conference on Earthquake Engineering, San Francisco, CA, Apr. (2006).
【42】 Pinto, A.V., Molina, L., and Tsionis, G., “Cyclic tests on large-scale models of existing bridge piers with rectangular hollow cross-section.” Earthquake Engineering and Structural Dynamics, 32(13), 1995-2012, (2003). |