References
- Biritognolo, M., Bonci, A. and Viskovic, A. (2000),"Numerical models of masonry facade walls with and without SMADs", Proc. Final Workshop of ISTECH Project -Shape Memory Alloy Devices for Seismic Protection of Cultural Heritage Structures, 117-140, Joint Research Centre, Ispra, Italy, June.
- Casciati, F. and Faravelli, L. (2004),"Experimental characterisation of a cu-based shape memory alloy toward its exploitation in passive control devices", Journal de Physique IV, 115, 299-306. https://doi.org/10.1051/jp4:2004115035
- Castellano, M. G. (2000),"Development and experimental characterisation of shape memory alloy devices", Proc. Final Workshop of ISTECH Project -Shape Memory Alloy Devices for Seismic Protection of Cultural Heritage Structures, 11-19, Joint Research Centre, Ispra, Italy, June.
- Chrysostomou, C. Z., Th. Demetriou, and Pittas, M. (2002),"Conservation of historical Mediterranean sites by innovative seismic-protection techniques", Proceedings 3rd World Conference on Structural Control, v. 2, pp. 947-954, Como, Italy, April 7-12.
- Chrysostomou, C. Z., Demetriou, T. and Stassis, A. (2004),"Seismic protection of an aqueduct by innovative techniques", Proceedings 3rd European Conference on Structural Control, Vienna, July.
- Chrysostomou, C. Z., Demetriou, T., Pittas, M. and Stassis, A. (2005),"Retrofit of a church with linear viscous dampers", J. Struct. Control Health Monitor., 12(2), 197-212, April/June. https://doi.org/10.1002/stc.56
- Chrysostomou, C. Z., Stassis, A., Demetriou Th. and Hamdaoui, K. (2008),"Application of shape memory alloy prestressing devices on an ancient aqueduct", Smart Struct. Sys., 4(2), 261-278. https://doi.org/10.12989/sss.2008.4.2.261
- Croci, G. (2000),"General methodology for the structural restoration of historic buildings: the cases of the tower of pisa and the basilica of assisi", J. Cultural Heritage, 1, 7-18. https://doi.org/10.1016/S1296-2074(99)00119-3
- Evard, M. E., Volkov, A. E., and Bobeleva, O. V. (2006),"An approach for modelling fracture of shape memory alloy parts", Smart Struct. Syst., 2(4), October.
- Faravelli, L. (2003),"Experimental approach to the dynamic behavior of SMA in their martensitic phase", F. Casciati (ed.), Proceedings 3rd World Conference on Structural Control, 2, 163-168, John Wiley & Sons, Chichester, UK.
- Faravelli, L. and Casciati, S. (2002),"Dynamic behavior of shape memory alloy structural devices: numerical and experimental investigation", Proc. IUTAM Symposium, Yonezawa, Japan.
- McKelvey, A. C. and Ritchie, R. O. (2000),"On the temperature dependence of the superelastic strength and the prediction of the theoretical uniaxial transformation strain in nitinol", Philosophical Magazine A, 80(8), 1759-1768. Philokypros, Great Cyprus Encyclopedia. https://doi.org/10.1080/01418610008219082
- Renda, V., Tirelli, D., Magonette G. and Molina, J. (2000),"Experimental characterisation of superelastic shape memory alloys, numerical models and pseudo-dynamic tests of masonry shear walls with and without shape memory alloy devices", Proc. Final Workshop of ISTECH Project - Shape Memory Alloy Devices for Seismic Protection of Cultural Heritage Structures, 5-10, Joint Research Centre, Ispra, Italy, June.
- SAP 2000 (2007), Version 11, Computers and Structures.
- Torra, V. (ed.) (2001),"The guaranteed long time SMA", Proceedings of the Workshop Trends on Shape Memory Behavior, CIRG-DFA-UPC, Barcelona, Spain.
Cited by
- Field testing of substandard RC buildings through forced vibration tests vol.15, pp.8, 2017, https://doi.org/10.1007/s10518-015-9799-x
- Statistically Filtering Data for Operational Modal Analysis under Ambient Vibration in Structural Health Monitoring Systems vol.68, 2016, https://doi.org/10.1051/matecconf/20166814010
- Seismic vulnerability assessment of historical masonry structural systems vol.62-63, 2014, https://doi.org/10.1016/j.engstruct.2014.01.031
- Long run ambient noise recording for a masonry medieval tower vol.14, pp.3, 2014, https://doi.org/10.12989/sss.2014.14.3.367
- Constructing the mode shapes of a bridge from a passing vehicle: a theoretical study vol.13, pp.5, 2014, https://doi.org/10.12989/sss.2014.13.5.797
- Seismic evaluation and structural control of the historical Beylerbeyi Palace vol.22, pp.2, 2015, https://doi.org/10.1002/stc.1677
- Pedestrian Timber Bridges: Experimental Investigation and Modelling vol.569-570, pp.1662-9795, 2013, https://doi.org/10.4028/www.scientific.net/KEM.569-570.319
- Ambient vibration-based finite element model updating of an earthquake-damaged masonry tower vol.25, pp.5, 2018, https://doi.org/10.1002/stc.2150
- Application of shape memory alloy prestressing devices on an ancient aqueduct vol.4, pp.2, 2008, https://doi.org/10.12989/sss.2008.4.2.261
- Periodic seismic performance evaluation of highway bridges using structural health monitoring system vol.31, pp.5, 2009, https://doi.org/10.12989/sem.2009.31.5.527
- Measurements of dielectric constants of soil to develop a landslide prediction system vol.7, pp.4, 2008, https://doi.org/10.12989/sss.2011.7.4.319
- Extraction of Bridge Modal Parameters Using Passing Vehicle Response vol.24, pp.9, 2008, https://doi.org/10.1061/(asce)be.1943-5592.0001477
- Extraction of bridge information based on the double-pass double-vehicle technique vol.25, pp.6, 2008, https://doi.org/10.12989/sss.2020.25.6.679
- Extracting mode shapes from drive-by measurements to detect global and local damage in bridges vol.17, pp.11, 2008, https://doi.org/10.1080/15732479.2020.1817105