Simplified non-linear seismic analysis of infilled reinforced concrete frames

Earthquake Engineering and Structural Dynamics

Volumn 34, Issue 1, 2005, Pages 49-66

  Dolšek, Matjaž ^a   Fajfar, Peter ^a  

^a UNIVERSITY OF LJUBLJANA   (Slovenia)

Author keywords

Incremental dynamic analysis; Inelastic spectrum; Infilled RC frame; N2 method; Simplified non linear analysis

Indexed keywords

APPROXIMATION THEORY; CONCRETE CONSTRUCTION; REINFORCED CONCRETE; SEISMOLOGY; STRENGTH OF MATERIALS;

NONLINEAR SEISMIC ANALYSIS; REINFORCED CONCRETE FRAMES; STRUCTURAL SYSTEMS;

STRUCTURAL FRAMES;

DYNAMIC ANALYSIS; EARTHQUAKE ENGINEERING; REINFORCED CONCRETE; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 10444228282     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.411     Document Type: Article

References (15)

1. Fajfar P. A nonlinear analysis method for performance-based seismic design. Earthquake Spectra 2000; 6: 573-592.
2. CEN. Eurocode 8-Design of structures for earthquake resistance, Part 1, European standard prEN 1998-1, Draft No. 6, European Committee for Standardization, Brussels, 2003.
3. Dolšek M. Seismic response of infilled reinforced concrete frames. Ph.D. Thesis (in Slovenian), University of Ljubljana, Faculty of Civil and Geodetic Engineering, Ljubljana, Slovenia, 2002.
4. Dolšek M, Fajfar P. Inelastic spectra for infilled reinforced concrete frames. Earthquake Engineering and Structural Dynamics 2004; 33:1395-1416.
5. Vamvatsikos D, Cornell CA. Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics 2002; 31:491-514.
6. Fajfar P, Gašperšič P. The N2 method for the seismic damage analysis of RC buildings. Earthquake Engineering and Structural Dynamics 1996; 25:31-46.
7. Cornell CA, Krawinkler H. Progress and challenges in seismic performance assessment. PEER Center News 2000; 1(4):1-3.
8. Cornell CA, Jalayar F, Hamburger RO, Foutch DA. Probabilistic basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines. Journal of Structural Engineering (ASCE) 2002; 128 526-533.
9. Carvalho et al. Preparation of the Full-scale Tests on Reinforcement Concrete Frames-Definition of the Specimens, Loads and Testing Conditions-ICONS Topic 2, LNEC Report 1999.
10. Dolšek M, Fajfar P. Soft storey effects in uniformly infilled reinforced concrete frames. Journal of Earthquake Engineering 2001; 5(1):1-12.
11. Fardis MN (ed.). Experimental and numerical investigations on the seismic response of RC infilled frames and recommendations for code provisions. ECOEST/PREC 8, Report No. 6, LNEC, Lisbon, 1996.
12. Dolšek M, Fajfar P. Mathematical modelling of an infilled RC frame structure based on the results of pseudodynamic tests. Earthquake Engineering and Structural Dynamics 2002; 31:1215-1230.
13. Prakash V, Powell GH, Campbell S. DRAIN-2DX Base program description and user guide, Version 1.10, University of California, Berkeley, 1993.
14. Dolšek M, Fajfar P. IN2-A simple alternative for IDA. Proceedings of the l3th World Conference on Earthquake Engineering, Paper No. 3353, Vancouver, Canada, August 2004.
15. Fajfar P. Structural analysis in earthquake engineering-a breakthrough of simplified non-linear methods, Keynote lecture. Proceedings of the 12th European Conference on Earthquake Engineering, London, 2002.