Effect of masonry infills on seismic performance of a 3-storey R/C frame with non-seismic detailing

Earthquake Engineering and Structural Dynamics

Volumn 31, Issue 2, 2002, Pages 353-378

  Lee, Han Seon ^a   Woo, Sung ^a  

^a Korea University   (South Korea)

Author keywords

Earthquake simulation test; Failure mode; Masonry infills; Pushover test; Reinforced concrete frame; Stiffness; Strength

Indexed keywords

CONCRETE CONSTRUCTION; DEFORMATION; EARTHQUAKE EFFECTS; SEISMOLOGY;

MASONRY INFILLS;

REINFORCED CONCRETE;

CONCRETE STRUCTURE; MASONRY; MULTISTOREY BUILDING; SEISMIC RESPONSE;

EID: 0036467551     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.112     Document Type: Article

References (17)

1. Experimental and numerical investigation on the seismic response of RC infilled frames and recommendations for code provisions
2. Infills in seismic resistant building
3. Experimental evaluation of masonry-infilled RC frames
4. Effect of infills on the global behaviour of R/C frames: Energy considerations from pseudodynamic tests
5. Common unified rules for concrete structures
6. Design provisions for earthquake resistance of structures, Parts 1-3: General rules-specific rules for various materials and elements
7. Effects of infills on the global response of reinforced concrete frames
8. Seismic response and design of RC structures with plan-eccentric masonry infills
9. A study on the seismic evaluation and retrofit of low-rise reinforced concrete building in Korea
10. Correlation of experimental and analytical seismic responses of a 1: 5 scale 3-storey reinforced concrete frame
11. Cold straightening of partially embedded reinforcing bars-A different view