A practice-oriented approach for the assessment of brittle failures in existing reinforced concrete elements

Engineering Structures

Volumn 48, Issue , 2013, Pages 373-388

  De Luca, Flavia ^a   Verderame, Gerardo M ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Existing RC elements; Fast assessment; Shear capacity model; Shear flexure hierarchy

Indexed keywords

ANALYTICAL APPROACH; ANALYTICAL FORMULATION; BRITTLE FAILURES; CAPACITY MODELS; CRITICAL REVIEW; EXISTING REINFORCED CONCRETE; EXPERIMENTAL DATABASE; FAILURE DOMAINS; FAST ASSESSMENT; LITERATURE REVIEWS; PRACTICAL INSTRUMENTS; PRELIMINARY ASSESSMENT; RC ELEMENTS; RC STRUCTURE; SHEAR CAPACITY; SHEAR FAILURE; SHEAR-FLEXURE HIERARCHY;

CIVIL ENGINEERING; STRUCTURES (BUILT OBJECTS);

REINFORCED CONCRETE;

BRITTLE FAILURE; MODELING; REINFORCED CONCRETE; SHEAR STRENGTH;

EID: 84869871584     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2012.09.038     Document Type: Article

References (59)

1. Fardis M.N. Seismic design, assessment and retrofitting of concrete buildings based on EN-Eurocode 8 2009, Springer.
2. Mitchell D., DeVall R.H., Kobayashi K., Tinawi R., Tso W.K. Damage to concrete structures due to the January 17, 1995, Hyogo-ken Nanbu (Kobe) earthquake. Can J Civ Eng 1996, 23:757-770.
3. Mitchell D., DeVall R.H., Saatcioglu M., Simpson R., Tinawi R., Tremblay R. Damage to concrete structures due to the 1994 Northridge earthquake. Can J Civ Eng 1995, 22:361-377.
4. Ricci P., De Luca F., Verderame G.M. 6th April 2009 L'Aquila earthquake, Italy: reinforced concrete building performance. Bull Earthq Eng 2011, 9(1):285-305.
5. Rossetto T., Peiris N. Observations of damage due to the Kashmir earthquake of October 8, 2005 and study of current seismic provisions for buildings in Pakistan. Bull Earthq Eng 2009, 7(3):681-699.
6. Verderame G.M., De Luca F., Ricci P., Manfredi G. Preliminary analysis of a soft-storey mechanism after the 2009 L'Aquila earthquake. Earthq Eng Struct Dynam 2011, 40(8):925-944.
7. Comité Européen de Normalisation (CEN). Eurocode 8 - design of Structures for earthquake resistance - part 1: general rules, seismic actions and rules for buildings. EN 1998-1, CEN, Brussels; 2004.
8. Decreto Ministeriale del 14 gennaio 2008. Approvazione delle nuove norme tecniche per le costruzioni. G.U. n. 29 del 4/2/2008 [in Italian].
9. Comité Européen de Normalisation (CEN). Eurocode 2: design of concrete structures, part 1: general rules and rules for buildings. ENV 1992-1-1; 1991.
10. Comité Européen de Normalisation (CEN). Eurocode 2 - design of concrete structures - part 1-1: general rules and rules for buildings. EN 1998-1-1, CEN, Brussels; 2004.
11. Comité Européen de Normalisation (CEN). Eurocode 8 - design of Structures for earthquake resistance - part 3: assessment and retrofitting of buildings. EN 1998-3, CEN, Brussels; 2005.
12. ACI 318-05. Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05). ACI committee 318 structural building code. American Concrete Institute; 2005.
13. American Society of Civil Engineers (ASCE). Seismic rehabilitation of existing buildings. ASCE/SEI 41-06, Reston, Virginia; 2007.
14. CEB FIP Model Code. Final draft, April 2012. Fib bulletin 66. Model code 2010 - final draft, vol. 2; 2010 [chapters 7-10].
15. Sezen H., Moehle J.P. Shear strength model for lightly reinforced concrete columns. ASCE J Struct Eng 2004, 130(11):1692-1703.
16. Hassan A.F., Sozen M.A. Seismic vulnerability assessment of low-rise buildings in regions with infrequent earthquakes. ACI Struct J 1997, 94(1):31-39.
17. Yakut A. Preliminary seismic performance assessment procedure for existing RC buildings. Eng Struct 2004, 26(10):1447-1461.
18. Panagiotakos T.B., Fardis M.N. Deformation of reinforced concrete members at yielding and ultimate. ACI Struct J 2001, 98(2):135-148.
19. Haselton CB, Liel AB, Taylor Lange S, Deierlein GG. Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. PEER report no 2007/03. Pacific Earthquake Engineering Research Center, University of California, Berkeley; 2008.
20. Ritter W. Die Bauweise Hennebique. Schweizerische Bauzeitung (Zurich) 1899, 33(7):59-61.
21. Mörsch E. Der Eisenbetonbau-Seine Theorie und Anwendung [Reinforced concrete construction - theory and application]. Stuttgart, Wittwer, Part 1, 1920; part 2, 1922.
22. Collins M.P., Mitchell P. Shear and torsion design of prestressed and non-prestressed concrete beams. Prestress Concr Inst J 1980, 25(5):32-100.
23. Mitchell P, Collins MP. Diagonal compression field theory - a rational model for structural concrete in pure torsion. ACI J Proc 1974;71(8):107-31.
24. Ramirez J.A., Breen J.E. Evaluation of a modified truss-model approach for beams in shear. ACI Struct J 1991, 88(5):562-571.
25. Bentz E.C., Collins M.P. Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete. Can J Civ Eng 2006, 33(5):521-534.
26. ASCE-ACI committee 445 on Shear and Torsion. Recent approaches to shear design of structural concrete. J Struct Eng 1998;124(12):1375-417.
27. Comité Euro-International du Beton (CEB). Shear and torsion, June: explanatory and viewpoint papers on model code chapters 11 and 12, prepared by CEB Committee V. CEB, Paris, CEB, Bulletin 12; 1978.
28. Beeby AW, Narayanan. Designers' handbook to Eurocode 2 part 1.1: design of concrete structures. London: Thomas Thelford; 1995.
29. Cosenza E, Manfredi G, Pecce M. Strutture in cemento armato. Basi della progettazione. Milan: Hoepli; 2008 [in Italian].
30. ACI 318-95M. Building code requirements for structural concrete (ACI 318-95M) and commentary (ACI 318R-95M). ACI committee 318 structural building code. American Concrete Institute; 1995.
31. Priestley M.J.N., Verma R., Xiao Y. Seismic shear strength of reinforced concrete columns. J Struct Div ASCE 1994, 120(8):2310-2329.
32. Kowalsky M.J., Priestley M.J.N. Improved analytical model for shear strength of circular reinforced concrete columns in seismic regions. ACI Struct J 2000, 97(3):388-396.
33. Priestley M.J.N., Calvi G.M., Kowalsky M.J. Displacement-based seismic design of structures 2007, IUSS Press, Pavia, Italy.
34. Biskinis D.E., Roupakias G.K., Fardis M.N. Degradation of shear strength of reinforced concrete members with inelastic cyclic displacement. ACI Struct J 2004, 101(6):773-783.
35. BS EN 1990, 2002. Eurocode - basis of structural design.
36. CS.LL.PP. Circolare 617, 2009. Istruzioni per l'applicazione delle Norme Tecniche per le Costruzioni, Gazzetta Ufficiale della Repubblica Italiana 47, 2/2/2009 [in Italian].
37. Decreto Ministeriale 9 gennaio, 1996. Norme tecniche per il calcolo, l'esecuzione e il collaudo delle strutture in cemento armato, normale e precompresso e per le strutture metalliche, Gazzetta Ufficiale della Repubblica Italiana 29, 5/2/1996 [in Italian].
38. Ordinanza del Presidente del Consiglio dei Ministri n. 3274 del 20/3/2003. Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica. G.U. n. 105 dell'8/5/2003 [in Italian].
39. Sezen, H. Seismic behavior and modeling of reinforced concrete building columns. PhD dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley; 2002 http://library.eerc.berkeley.edu/archives/sezen/.
40. International Conference of Building Officials (ICBO). Uniform building code, Whittier, California; 1976.
41. Decreto Ministeriale n. 40 del 3 Marzo, 1975. Approvazione delle norme tecniche per le costruzioni in zone sismiche. G.U. n. 93, 8/4/1975 [in Italian].
42. Verderame GM, Ricci P, Esposito M. STIL beta 1.0 software; 2012 http://www.reluis.it.
43. Decreto Ministeriale 14 gennaio, 1992, Norme tecniche per il calcolo, l'esecuzione delle opere in cemento armato, normale e precompresso e per le strutture metalliche, G.U. n. 65, 18/3/1992 [in Italian].
44. Frascadore R. Influenza dei meccanismi fragili sulla sicurezza sismica di edifici esistenti in c.a. PhD dissertation, Department of Structural Engineering, University of Naples Federico II; 2011 [in Italian].
45. Verderame G.M., Polese M., Mariniello C., Manfredi G. A simulated design procedure for the assessment of seismic capacity of existing reinforced concrete buildings. Adv Eng Softw 2010, 41:323-335.
46. De Luca F, Verderame GM, Manfredi G. A simplified tool for the assessment of shear failures in existing RC buildings. In: XIV Convegno ANIDIS 2011, September 18-22, 2011, Bari, Italy.
47. Perrot G. L'influenza dei modelli di capacità a taglio sulla risposta sismica degli edifici in c.a. Master thesis, Dipartimento di Ingegneria Strutturale, Università degli Studi di Napoli Federico II. Advisors: Manfredi G, Verderame GM, De Luca F; 2010 [in Italian]. http://wpage.unina.it/flavia.deluca/tesi_en.htm.
48. Ricci P, Verderame GM, Manfredi G. Analisi statistica delle proprietà meccaniche degli acciai da cemento armato utilizzati tra il 1950 e il 1980. In: XIV Convegno ANIDIS L'Ingegneria Sismica in Italia 2011; 18-22 September, Bari, Italy [in Italian].
49. Masi A, Vona M. Estimation of the in-situ concrete strength: provisions of the European and Italian seismic codes and possible improvements. In: Cosenza E, editor. Eurocode 8 perspective from the Italian standpoint workshop, Doppiavoce, Naples, Italy; 2009. p. 67-77.
50. Rossetto T., Elnashai A. A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures. Eng Struct 2005, 27:397-409.
51. Cosenza E., Manfredi G., Polese M., Verderame G.M. A multilevel approach to the capacity assessment of existing RC buildings. J Earthq Eng 2005, 9(1):1-22.
52. Iervolino I., Manfredi G., Polese M., Verderame G.M., Fabbrocino G. Seismic risk of RC building classes. Eng Struct 2007, 29:813-820.
53. Borzi B., Pinho R., Crowley H. Simplified pushover-based vulnerability analysis for large scale assessment of RC buildings. Eng Struct 2008, 30(3):804-820.
54. Verderame G.M., Polese M., Cosenza E. Vulnerability of existing RC buildings under gravity loads: a simplified approach for non sway structures. Eng Struct 2009, 31:2141-2151.
55. Regio Decreto Legge 2229, 16 Novembre 1939. Norme per l'esecuzione delle opera in conglomerato semplice ed armato. G.U. n. 92, 18/4/1940 [in Italian].
56. DIN 1045. Beton un stahlbetonbau, bemessung und Ausfuhrung. German standard; November 1959 [in German].
57. B 4200, 1953. Austrian standard; August 1953.
58. 2CP 114. British standard; 1958.
59. ACI 318-51. Building code requirements for structural concrete (ACI 318-51). ACI committee 318 structural building code. American Concrete Institute; 1951.