Nonlinear dynamic response of r.c. framed structures subjected to near-fault ground motions

Bulletin of Earthquake Engineering

Volumn 8, Issue 6, 2010, Pages 1331-1350

  Mazza, Fabio ^a   Vulcano, Alfonso ^a  

^a UNIVERSITY OF CALABRIA   (Italy)

Author keywords

Aseismic design; Near fault ground motions; Nonlinear seismic behaviour; Reinforced concrete frames; Seismic code

Indexed keywords

ASEISMIC DESIGN; NEAR FAULT GROUND MOTION; REINFORCED CONCRETE FRAMES; SEISMIC BEHAVIOUR; SEISMIC CODE;

CONCRETE BUILDINGS; DESIGN; DYNAMIC RESPONSE; REINFORCED CONCRETE; SEISMOLOGY; SOILS; STRATIGRAPHY; STRUCTURAL FRAMES;

SEISMIC DESIGN;

ARCHITECTURAL DESIGN; DYNAMIC RESPONSE; FAULT; GROUND MOTION; NONLINEARITY; NUMERICAL MODEL; REINFORCED CONCRETE; SEISMIC DESIGN; STRATIGRAPHY;

EID: 78650076054     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-010-9180-z     Document Type: Article

References (21)

1. Alavi B, Krawinkler H (2004) Behavior of moment-resisting frame structures subjected to near-fault ground motions. Earthq Eng Struc Dyn 33: 687-706.
2. Anderson JC, Bertero VV (1987) Uncertainties in establishing design earthquakes. J Struc Eng 113(8): 1709-1725.
3. Arias A (1970) A measure of earthquake intensity. Seismic design for nuclear power plants, Cambridge, Massachusetts.
4. Baez JI, Miranda E (2000) Amplification factors to estimate inelastic displacement demands for the design of structures in the near-field. In: Proceedings of the 12th world conference on earthquake engineering, Auckland, paper No. 1561.
5. Bozorgnia Y, Bertero VV (1999) Improved shaking and damage parameters for post-earthquake applications. In: Proceedings of the SMIP99 seminar on utilization of strong motion data, San Francisco, pp 23-49.
6. Casciaro R (1975) Time evolutional analysis of nonlinear structures. Meccanica 3(X): 156-167.
7. Cosenza E, Manfredi G, Ramasco R (1993) The use of damage functionals in earthquake engineering: a comparison between different methods. Earthq Eng Struc Dyn 22: 855-868.
8. Decanini LD, Mollaioli F (1998) Formulation of elastic earthquake input energy spectra. Earthq Eng Struc Dyn 27(12): 1503-1522.
9. Eurocode 8 (2003) Design of structures for earthquake resistance-part 1: General Rules, seismic actions and rules for buildings. C. E. N., European Committee for Standardisation, Final Draft.
10. Fajfar P, Vidic T, Fischinger M (1989) Seismic demand in medium- and long-period structures. Earthq Eng Struc Dyn 18(8): 1133-1144.
11. Hall JF, Heaton TH, Halling MW, Wald DJ (1995) Near-source ground motions and its effects on flexible buildings. Earthq Spectr 11: 569-605.
12. Iwan WD, Huang C-T, Guyader AC (2000) Important features of the response of inelastic structures to near-field ground motion. In: Proceedings of the 12th world conference on earthquake engineering, Auckland, paper No. 1740.
13. Makris N, Chang SP (2000) Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures. Earthq Eng Struc Dyn 29: 85-107.
14. Mazza F, Vulcano A (2002) Effects of near-fault ground motions on the response of r. c. framed structures designed according to Eurocode 8. 12th European conference on earthquake engineering, London, U. K., paper 705.
15. Pacific Earthquake Engineering Research center, PEER (1998) 1st PEER workshop on characterization of special source effects. University of California, San Diego.
16. Rega G, Vestroni F, Vulcano A (1990) Effectiveness of design prescriptions of CEB Seismic Code for satisfactory inelastic behaviour of reinforced concrete frames. Eur Earthq Eng 2: 17-26.
17. SIMQKE (1976) A program for artificial motion generation. Massachusetts Institute of Technology, Department of Civil Engineering, Program distributed by NISEE/Computer.
18. Somerville PG, Smith NF, Abrahamson NA (1996) Accounting for near-fault rupture directivity effects in the development of design ground motions. In: Proceedings of the 11th world conference on earthquake engineering, Acapulco, paper No. 711.
19. Uang C-M, Bertero VV (1990) Evaluation of seismic energy in structures. Earthq Eng Struc Dyn 19(1): 77-90.
20. Uniform Building Code (1997) International Conference of Building Officials. Whittier, California.
21. Vulcano A (1981) Nonlinear seismic analysis of plane framed structures (in Italian). In: Proceedings 1° Convegno di Ingegneria Sismica in Italia, Udine, CISM (International Centre for Mechanical Sciences, Udine, Italy) Courses and Lectures, n. 271. Springer Verlag, Wien-New York.