Strength and Deformation Capacity of Shear Walls
Abstract eng: A research program was conducted to investigate the relationship between shear strength and deformation capacity of reinforced concrete structural walls. The program included testing of eight large-scale reinforced concrete structural walls subjected to constant axial load and reversed cyclic lateral loading. Primary test variables included wall height-to-length (aspect) ratio (1.0, 1.5 and 2.0), axial load level (0.025Agf’c, 0.10Agf’c, 0.15Agf’c, and 0.20Agf’c), and wall shear stress level
Contributors:
Conference Title:
Conference Title:
16th World Conference on Earthquake Engineering
Conference Venue:
Santiago (CL)
Conference Dates:
2017-01-09 / 2017-01-13
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2017-01-18, last modified 2017-01-18
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