1 |
Masi, A., Santarsiero, G., Verderame, G.M., Russo, G., Martinelli, E., Pauletta, M. and Cortesia, A. (2009), "Capacity models of beam-column joints: provisions of european and italian seismic codes and possible improvements", Ed. E. Cosenza, Eurocode 8 Perspectives from the Italian Standpoint Workshop, 145-158, Doppiavoce, Napoli, Italy.
|
2 |
Mazza F. (2015), "Comparative study of the seismic response of RC framed buildings retrofitted using modern techniques", Earthq. Struct., 9(1), 29-48.
DOI
|
3 |
Midas Gen v2.1 (2014), Integrated design system for buildings and general structures, MIDAS Information Technology Co., Ltd.
|
4 |
Monti, G. and Nistico, N. (2008), "Square and rectangular concrete columns confined by CFRP: Experimental and numerical investigation", Mech. Compos. Mater., 44(3), 289-308.
DOI
|
5 |
Panagiotakos, T.B. and Fardis, M.N. (2001), "Deformations of reinforced concrete members at yielding and ultimate", ACI Struct. J., 98(2), 135-148.
|
6 |
Pela, L., Aprile, A. and Benedetti, A. (2012), "Experimental study of retrofit solutions for damaged concrete bridge slabs", Compos. Part B, 43(5), 2471-2479.
DOI
|
7 |
Perrone, M., Barros, J.A.O. and Aprile, A. (2009), "A CFRP-Based Strengthening Technique to Increase the Flexural and Energy Dissipation Capacities of RC Columns", J. Compos. Constr., 13(5), 372-383.
DOI
|
8 |
Rozman, M. and Fajfar, P. (2009), "Seismic response of a RC frame building designed according to old and modern practices", B. Earthq. Eng., 7(3), 779-799.
DOI
|
9 |
Spoelstra, M.R. and Monti, G. (1999), "FRP-confined concrete model", J. Compos. Constr., 3(3), 143-150.
DOI
|
10 |
Aprile, A. (2010), "Verifiche tecniche dei livelli di sicurezza strutturale di costruzioni ai sensi dell'OPCM 3274/2003 e ss.mm. e ii. e OPCM 3362/2004 e ss.mm. e ii. di immobili ad uso scolastico siti nel Comune di Forli", Research Report, Engineering Department of University of Ferrara, Italy.
|
11 |
Aprile, A. and Benedetti, A. (2004), "Coupled flexural-shear design of R/C beams strengthened with FRP", Compos. Part B-Eng., 35(1), 1-25.
|
12 |
Aprile, A. and Feo, L. (2007), "Concrete cover rip-off R/C beams strengthened with FRP composites", Composites Part B, 38(5-6), 759-771.
DOI
|
13 |
Aprile, A., Spacone, E. and Limkatanvu, S. (2001), "Role of bond in RC beams strengthened with steel and FRP plates", J. Struct. Eng., 127(12), 1445-1452.
DOI
|
14 |
Baros, D.K. and Dristos, S.E. (2008), "A simplified procedure to select a suitable retrofit strategy for existing RC buildings using pushover analysis", J. Earthq. Eng., 12(6), 823-848.
DOI
|
15 |
Barros, J.A.O. and Dalfre, G.M. (2013), "Assessment of the effectiveness of the embedded through-section technique for the shear strengthening of reinforced concrete beams", Strain., 49(1), 75-93.
DOI
|
16 |
Biskinis, D. and Fardis, M.N. (2013), "Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading", Eng. Struct., 57, 199-212.
DOI
|
17 |
Biskinis, D. and Fardis, M.N. (2009), "Upgrading of resistance and cyclic deformation capacity of deficient concrete columns", Geotechnical, Geological and Earthquake Engineering, 10, 307-328, Springer, New York.
DOI
|
18 |
Biskinis, D. and Fardis, M.N. (2010a), "Deformations at flexural yielding of members with continuous or lap-spliced bars", Struct. Concrete, 11(3), 127-138.
DOI
|
19 |
Biskinis, D. and Fardis, M.N. (2010b), "Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars", Struct. Concrete, 11(2), 93-108.
DOI
|
20 |
Breveglieri, M., Aprile, A. and Barros, J.A.O. (2014), "Shear strengthening of reinforced concrete beams strengthened using Embedded Through Section steel bars", Eng. Struct., 81, 76-87.
DOI
|
21 |
Breveglieri, M., Aprile, A. and Barros, J.A.O. (2015), "Embedded Through-Section shear strengthening technique using steel and CFRP bars in RC beams of different percentage of existing stirrups", Comp. Struct., 126, 101-113.
DOI
|
22 |
Caterino, N., Iervolino, I., Manfredi, G. and Cosenza, E. (2008), "Multi-criteria decision making for seismic retrofitting of RC structure", J. Earthq. Eng., 12(4), 555-583.
DOI
|
23 |
Chopra, A.K. and Goel, R.K. (2002), "A modal pushover analysis procedure for estimating seismic demands for buildings", Earthq. Eng. Struct. Dyn., 31(3), 561-582.
DOI
|
24 |
Circ. 2/2/2009, n. 617 (2009), Istruzioni per l'applicazione delle << Nuove norme tecniche per le costruzioni» di cui al DM 14/1/2008, Ministero delle Infrastrutture e dei Trasporti, Rome, Italy.
|
25 |
UNI EN 1998-3 (2005), Eurocode 8: Design of Structures for Earthquake Resistance. Part 3: Assessment and retrofitting of buildings, European Committee for Standardization, Brussels.
|
26 |
Sugano, S. (1996), "State-of-the-Art in techniques for rehabilitation of buildings", Proceedings of 11 WCEE, Acapulco, Mexico.
|
27 |
UNI EN 1992-1-1 (2004), Eurocode 2: Design of Concrete Structures. Part 1-1: General rules and rules for buildings, European Committee for Standardization, Brussels.
|
28 |
UNI EN 1998-1 (2013), Eurocode 8: Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings, European Committee for Standardization, Brussels.
|
29 |
Zerbin, M. (2013), "Adeguamento sismico di un edificio in c.a. Il caso della Scuola Media P. Maroncelli di Forli: Corpo Est", Master's thesis, University of Ferrara, Italy.
|
30 |
CNR-DT 200-R1 (2013), Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures-Materials, RC and PC structures, masonry structures, Advisory Committee on Technical Recommendations for Construction, Rome, Italy.
|
31 |
Colangelo, F. (2013), "Drift-sensitive non-structural damage to masonry-infilled reinforced concrete frame designed to Eurocode 8", B. Earthq. Eng., 11(6), 2151-2176.
DOI
|
32 |
DM 14/1/2008 (2008), Norme tecniche per le costruzioni, Ministero delle Infrastrutture e dei Trasporti, Rome, Italy.
|
33 |
Fajfar, P. (2000), "A nonlinear analysis method for performance-based seismic design", Earthq. Spectra, 16(3), 573-592.
DOI
|
34 |
Fardis, M.N., Schetakis, A. and Strepelias, E. (2013), "RC buildings retrofitted by converting frame bays into RC walls", Bull. Earthq. Eng., 11(5), 1541-1561.
DOI
|
35 |
Gilmore, A.T. (2012), "Options for sustainable earthquake-resistant design of concrete and steel buildings", Earthq. Struct., 3(6), 783-804.
DOI
|
36 |
Goda, K. and Hong, H.P. (2006a), "Optimal seismic design considering risk attitude, societal tolerable risk level, and life quality criterion", J. Struct. Eng., 132(12), 2027-2035.
DOI
|
37 |
Goda, K. and Hong, H.P. (2006b), "Optimal seismic design for limited planning time horizon with detailed seismic hazard information", Struct. Saf.., 28(3), 247-260.
DOI
|
38 |
Lam, L. and Teng, J.G. (2003), "Design-oriented stress-strain model for FRP-confined concrete in rectangular columns", J. Reinf. Plast. Comp., 22(13), 1149-1186.
DOI
|