Design of Steel-Plate Concrete Composite Wall Piers
Abstract eng: The lack of analysis, design and detailing guidance in standards and manuals has contributed to the limited use of steel-plate concrete (SC) composite shear walls. In this paper, a process to design SC wall piers is proposed, which accounts for wall aspect ratio, faceplate reinforcement ratio, axial force, and concrete and faceplate strengths. The mechanics-based equations are used to generate axial force-bending moment interaction curves for different material properties and aspect ratios. The proposed design equations may be suitable for inclusion in a seismic design standard.
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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