000019521 001__ 19521
000019521 005__ 20170118182322.0
000019521 04107 $$aeng
000019521 046__ $$k2017-01-09
000019521 100__ $$aWhittaker, Andrew
000019521 24500 $$aDesign of Steel-Plate Concrete Composite Wall Piers

000019521 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019521 260__ $$b
000019521 506__ $$arestricted
000019521 520__ $$2eng$$aThe 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.

000019521 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019521 653__ $$acomposite shear wall; mechanics-based equations; interaction curve; parametric analysis; design guideline.

000019521 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019521 720__ $$aWhittaker, Andrew$$iEpackachi, Siamak
000019521 8560_ $$ffischerc@itam.cas.cz
000019521 8564_ $$s1834237$$uhttps://invenio.itam.cas.cz/record/19521/files/3829.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3829.
000019521 962__ $$r16048
000019521 980__ $$aPAPER