Effectiveness of Active Confinement Techniques with Steel Ribbons: Masonry Buildings

[1] Al-Manaseer, A. A., & Neis, V. V. (1987). Load tests on post-tensioned masonry wall panels. ACI Struct J, 84(3), pp. 467–472. Search in Google Scholar

[2] Angiuli, R., Corvaglia, P., Micelli, F., & Aiello, M. A. (2011). SMA-Based Composites for Active Confinement of Masonry Columns. International Conference on Shape Memory and Superelastic Technologies (SMST), 2011, Honk Hong. Search in Google Scholar

[3] Bean Popehn, J. R., Schultz, A. E., & Drake, C. R. (2007). Behavior of Slender, Posttensioned Masonry Walls under Transverse Loading. J Struct Eng-ASCE, 133 (Special Issue: Precast-Prestressed Concrete Structures under Natural and Human-Made Hazards), pp. 1541–1550. Search in Google Scholar

[4] Bean Popehn, J. R., Schultz, A. E., Lu, M., Stolarski, H. K., & Ojard, N. J. (2008). Influence of transverse loading on the stability of slender unreinforced masonry walls. Eng Struct, 30(10), pp. 2830–2839.. Search in Google Scholar

[5] Dizhur, D., Bailey, S., Trowsdale, J., Griffith, M., & Ingham, J. M. (2013). Performance of posttensioned seismic retrofit of two stone masonry buildings during the Canterbury earthquakes. Australian Earthquake Engineering Society 2013 Conference, Nov 15-17 2013, Hobart, Tasmania. Search in Google Scholar

[6] Dolce, M., Nigro, D., Ponzo, F. C., & Marnetto, R. (2001). The CAM system for the retrofit of masonry structures. 7^th International Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structures, October 2-5, 2001, Assisi, Italy. Search in Google Scholar

[7] Dolce, M., Ponzo, F. C., Di Croce, M., Moroni, C., Giordano, F., Nigro, D., & Marnetto, R. (2009). Experimental assessment of the CAM and DIS-CAM systems for the seismic upgrading of monumental masonry buildings. Proceeding of 1^st international conference on protection of historical constructions, 2009, Rome, Italy, pp. 1021–1027. Search in Google Scholar

[8] Dolce, M., Ponzo, F. C., Goretti, A., Moroni, C., Giordano, F., De Canio, G., & Marnetto, R. (2008). 3d dynamic tests on 2/3 scale masonry buildings retrofitted with different systems. The 14^th World Conference on Earthquake Engineering, 12-17 October, 2008, Beijing, China. Search in Google Scholar

[9] Ferretti, E: (in prep. a). Attaining a Beam-Like Behavior with FRP Strips and CAM Ribbons. Search in Google Scholar

[10] Ferretti, E. (in prep. b). Some of the latest active strengthening techniques for masonry buildings: a critical analysis. Search in Google Scholar

[11] Ferretti, E. (in prep. c). Combined Strengthening Techniques for Improving the out-of-Plane Performance of Masonry Walls. Search in Google Scholar

[12] Ferretti, E. (2013). A Cell Method Stress Analysis in Thin Floor Tiles Subjected to Temperature Variation. CMES-Comp Model Eng, 36(3), pp. 293–322. Search in Google Scholar

[13] Ferretti, E. (2009). Cell Method Analysis of Crack Propagation in Tensioned Concrete Plates. CMES-Comp Model Eng, 54(3), pp. 253–281. Search in Google Scholar

[14] Ferretti, E. (2004a). Modeling of the Pullout Test through the Cell Method. Proceedings of the International Conference on Restoration, Recycling and Rejuvenation Technology for Engineering and Architecture Application, pp. 180–192. Search in Google Scholar

[15] Ferretti, E. (2004b). A Discrete Nonlocal Formulation using Local Constitutive Laws. Int J Fracture, 130(3), pp. L175–L182. Search in Google Scholar

[16] Ferretti, E. (2004c). Crack-Path Analysis for Brittle and Non-Brittle Cracks: A Cell Method Approach. CMES-Comp Model Eng, 6(3), pp. 227–244. Search in Google Scholar

[17] Ferretti, E. (2004d). A Cell Method (CM) Code for Modeling the Pullout Test Step-Wise. CMES-Comp Model Eng, 6(5), pp. 453–476. Search in Google Scholar

[18] Ferretti, E. (2004e). A discussion of strain-softening in concrete. Int J Fracture, 126(1), pp. L3–L10. Search in Google Scholar

[19] Ferretti, E., Casadio, E., & Di Leo, A. (2008). Masonry Walls under Shear Test: a CM Modeling. CMES-Comp Model Eng, 30(3), pp. 163–189. Search in Google Scholar

[20] Ferretti, E., & Di Leo, A. (2008). Cracking and creep role in displacements at constant load: Concrete solids in compression. CMC-Comput Mater Con, 7(2), pp. 59–79. Search in Google Scholar

[21] Ferretti, E., Di Leo, A., & Viola, E. (2003). Computational Aspects and Numerical Simulations in the Elastic Constants Identification. Problems in Structural Identification and Diagnostics: General Aspects and Applications, pp. 133–147. Search in Google Scholar

[22] Ganz, H. R. (2003). Post-Tensioning Masonry Around the World. Concrete International, 25(1), pp. 65–69. Search in Google Scholar

[23] Ganz, H. R. (1990). Post-Tensioned Masonry Structures: Properties of Masonry Design Considerations Post-Tensioning System for Masonry Structures Applications. VSL Report Series No. 2. Published by VSL international ltd., Berne, Switzerland. Search in Google Scholar

[24] Ganz, H. R., & Shaw, G. (1997). Stressing masonry’s future. Civil Engineering (New York), 67(1), pp. 42–45. Search in Google Scholar

[25] Ismail, N., Schultz, A. E., & Ingham, J. M. (2012). Out-of-Plane Seismic Performance of Unreinforced Masonry Walls Retrofitted using Post-Tensioning. 15th International Brick and Block Masonry Conference, Florianópolis – Brazil, pp. 1–12. Search in Google Scholar

[26] Ma, R., Jiang, L., He, M., Fang, C., & Liang, F. (2012). Experimental Investigations on Masonry Structures using External Prestressing Techniques for Improving Seismic Performance. Eng Struct, 42(10), pp. 297–307. Search in Google Scholar

[27] Marnetto, R., & Vari, A. (2015). Linee Guida – Cuciture attive per la muratura: procedura generale per la progettazione, modellazione, calcolo e verifica di edifici in muratura rinforzati con il sistema di cucitura attiva CAM. EDIL CAM Sistemi S.r.l. Search in Google Scholar

[28] Marnetto, R., Vari, A., Marnetto, L., & Leonori, M. (2014). Conservare l’edilizia in muratura: il sistema CAM – Cuciture attive dei manufatti. Edizioni PREprogetti. Search in Google Scholar

[29] Micelli, F., Angiuli, R., Corvaglia, P., & Aiello, M. A. (2014). Passive and SMA-activated confinement of circular masonry columns with basalt and glass fibers composites. Compos Part B-Eng, 67, pp. 348–362, 2014. Search in Google Scholar

[30] Ministero dei LL.PP. (2008). Norme Tecniche per le Costruzioni. D.M. 17 gennaio 2008. Search in Google Scholar

[31] Ordinanza del Presidente del Consiglio dei Ministri 20 marzo 2003 n.3274 (2003). Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e normative tecniche per le costruzioni in zona sismica. Search in Google Scholar

[32] Ponzo, F. C., Di Cesare, A., & Nigro, D. (2011). An update of innovative retrofitting techniques for R/C and masonry building: from experimental investigations to practical applications. Ninth Pacific Conference on Earthquake Engineering, Building an Earthquake-Resilient Society, 14-16 April, 2011, Auckland, New Zealand, Paper Number 194, 8 pp. Search in Google Scholar

[33] Preciado, A. (2011). Seismic vulnerability reduction of historical masonry towers by external prestressing devices (Doctoral thesis). Italy: Technical University of Braunschweig, Germany and University of Florence. Search in Google Scholar

[34] Rosenboom, O. A., & Kowalsky, M. J. (2004). Reversed in-plane cyclic behavior of post-tensioned clay brick masonry walls. J Struct Eng-ASCE, 130(5), pp. 787–798. Search in Google Scholar

[35] Schultz, A. E., & Scolforo, M. J. (1991). An Overview of Prestressed Masonry. The Masonry Society Journal, 10(1), pp. 6–21. Search in Google Scholar

[36] Sperbeck, S. (2009). Seismic risk assessment of masonry walls and risk reduction by means of prestressing (Doctoral thesis). Technical University of Braunschweig, Germany and University of Florence, Italy. Search in Google Scholar

[37] Zuboski, G. R. (2013). Stress-Strain Behavior for Actively Confined Concrete Using Shae Memory Alloy Wires. Presented in Partial Fulfillment of the Requirements for the Degree Master of Science in the Graduate School of the Ohio State University, Graduate Program in Civil Engineering, The Ohio State University, 2013. Search in Google Scholar