Mathematical modelling of an infilled RC frame structure based on the results of pseudo-dynamic tests

Earthquake Engineering and Structural Dynamics

Volumn 31, Issue 6, 2002, Pages 1215-1230

  Dolek, Matja ^a   Fajfar, Peter ^a  

^a UNIVERSITY OF LJUBLJANA   (Slovenia)

Author keywords

Masonry infill; Mathematical modelling; Non linear dynamic analysis; Pseudo dynamic tests; Reinforced concrete frames; Seismic response

Indexed keywords

COMPUTER SIMULATION; CONCRETE BUILDINGS; MASONRY MATERIALS; MATHEMATICAL MODELS; PLASTICITY;

CONNECTION ELEMENTS;

STRUCTURAL FRAMES;

NUMERICAL MODEL; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0036605177     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.154     Document Type: Article

References (11)

1. Seismic design of open-storey infilled RC buildings
2. Scientific support activity in the field of structural stability of civil engineering works: Design in seismic regions. Part II: Research on infilled reinforced concrete frames
3. Infilled frames: Certainties and uncertainties
4. Non-linear seismic analysis of the 'ELSA' buildings
5. Non-linear static and dynamic analysis of reinforced concrete subassemblages
6. On seismic behaviour and mathematical modelling of infilled RC frame structures
7. On the stiffness and strength of infilled frames
8. Masonry infilled frames as an effective structural sub-assemblage
9. Application of the local to global approach to the study of infilled frame structures under seismic loading