A damage index of generalised applicability

Engineering Structures

Volumn 27, Issue 8, 2005, Pages 1164-1174

  Colombo, Antonella ^a   Negro, Paolo ^b  

^a UNIVERSITY OF TRENTO   (Italy)

^b JOINT RESEARCH CENTRE   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING MATERIALS; CONCRETE CONSTRUCTION; EARTHQUAKE EFFECTS; PLASTIC DEFORMATION; REINFORCED CONCRETE; STEEL STRUCTURES; YIELD STRESS;

INELASTIC DEFORMATIONS; REINFORCED CONCRETE STRUCTURES; RESISTANCE CAPACITY; STRUCTURAL DAMAGE;

STRUCTURAL ANALYSIS;

EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING;

EID: 19144372504     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.02.014     Document Type: Article

References (21)

1. AAVV. Seismic resistance of composite structures: Final report. Report EUR 14428 EN, Commission of the European Communities; 1992
2. Chung YS, Meyer C, Shinozuka M Seismic damage assessment of reinforced concrete members. Technical Report NCEER-87-0022. New York: National Centre for Earthquake Engineering Research, Columbia University; 1987
3. Comité Euro-International du Beton RC frames under earthquake loading 1996 Thomas Telford London
4. C.G. Deng O.S. Bursi R. Zandonini A hysteretic connection element and its applications Computers and Structures 78 2000
5. Kunnath SK, Reinhorn AM, Lobo RF IDARC version 3.0: A program for the inelastic damage analysis of reinforced concrete structures. Technical Report NCEER-92-0022, National Centre for Earthquake Engineering Research, State University of New York at Buffalo; 1992
6. Lu X, Lu W Seismic behaviour of concrete and steel composite columns under cyclic loading. In: Proc. 12th world conference on earthquake engineering. 2000
7. A.C. Lynn J.P. Moehle S.A. Mahin Seismic evaluation of existing reinforced concrete building columns Earthquake Spectra 12 4 1996
8. M.A. Miner Cumulative damage in fatigue Journal of Applied Mechanics, ASME 12 1945
9. Y.J. Park A.H.-S. Ang Mechanistic seismic damage model for reinforced concrete buildings Journal of Structural Engineering, ASCE 111 ST4 1985
10. Y.J. Park A.H.-S. Ang Y.K. Wen Damage-limiting aseismic design of buildings Earthquake Spectra 3 1 1987
11. Pegon P Programme SAFE: General presentation of the tests. Journeé SFEN-ST9: Réévaluation sismique du Génie Civil des installations nucléaires 1999 [in French]
12. Saisi A, Toniolo G Precast r/c columns under cyclic loading: An experimental programme oriented to EC8. Studi & Ricerche 19, Scuola Spec. Costr. in c.a.; 1998
13. Sivaselvan M, Reinhorn AM Hysteretic models for study of degrading systems. Technical Report MCEER-99-0018, Multidisciplinary Centre for Earthquake Engineering Research, State University of New York at Buffalo; 1999
14. Skjærbæk PS, Nielsen SRK, Kirkegaard PH, Çakmak AŞ Experimental study of damage indicators for a 2-bay, 6-storey RC-frame. Fracture & Dynamics paper no. 87. Denmark: Dept. of Building Technology and Structural Engineering, Aalborg University; 1997
15. S. Sorace Seismic assessment of steel frames Journal of Structural Engineering, ASCE 124 5 1998
16. J.E. Stephens J.T.P. Yao Damage assessment using response measurement Journal of Structural Engineering, ASCE 113 4 1987
17. F. Taucer P. Negro A. Colombo Low-cycle fatigue and PsD testing of a two storey moment resisting steel frame with beam-to-column welded connections Journal of Earthquake Engineering 4 4 2000
18. G. Toniolo A. Saisi Behaviour of R/C columns subjected to axial loads and large-intensity horizontal loads Ingegneria Sismica 3/95 1995 [in Italian]
19. Toniolo G, Saisi A Theoretical/experimental assessment of the seismic behaviour of the seismic behaviour of precast R/C structures. In: Proc. congresso CTE. 1996 [in Italian]
20. Williams MS, Sexsmith RG Review of methods of assessing seismic damage in concrete structures. Technical Report 94-02. Vancouver (Canada): Earthquake Engineering Research Facility, University of British Columbia; 1994
21. J.T.P. Yao W.H. Munse Low-cycle axial fatigue behaviour of mild steel Journal of the Structural Division, ASCE 95 ST8 1962