Experimental shear-dominated response of RC walls Part I: Objectives, methodology and results

Engineering Structures

Volumn 23, Issue 3, 2001, Pages 229-239

  Lopes, M S ^a  

^a INSTITUTO SUPERIOR TÉCNICO   (Portugal)

Author keywords

Earthquake; Reinforced concrete; Shear failure; Wall

Indexed keywords

EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; REINFORCED CONCRETE; SHEAR STRESS; STRUCTURAL ANALYSIS;

REINFORCED CONCRETE (RC) WALLS; SHEAR-DOMINATED RESPONSES;

WALLS (STRUCTURAL PARTITIONS);

CONCRETE STRUCTURE; SEISMIC RESPONSE; SHEAR STRENGTH; WALL;

EID: 0034156569     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(00)00041-9     Document Type: Article

References (14)

1. Towards a formulation of a fibre model for elements under cyclic bending and shear
2. The Kalamata (Greece) earthquake of 13 September 1986
3. Hysteretic behaviour of reinforced concrete framed walls
4. Seismic response of RC frame-wall structures
5. State of the art and practice in seismic resistant design of RC frame wall structural systems
6. Shear strength of low rise walls with boundary elements
7. Ductility in earthquake resistant squat shear walls
8. Interpretation of testing results for reinforced concrete panels