In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Chat with Us Online Now
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Analytical and Experimental Studies of a Shearwall Stair Shaft
Author(s): L. Bogue Sandberg and Fred W. Beaufait
Publication: Special Publication
Appears on pages(s): 609-622
Keywords: deflection; deformation; earthquake resistant structures; elastic analysis; finite element analysis; lateral pressure; loads (forces); models; multistory buildings; shearwalls; stairways; stiffness; stresses; structural analysis; torsion.
Abstract:The results of a study of the behavior of a shear wall stair shaft are summarized. Comparisons are made between deflections of a 1/24 scale Plexiglas model and predicted deflections from beam theory and finite element analyses. Both lateral loads and torsion are considered. Stair system stresses from a finite element analysis of a full scale, concrete prototype of the model are summarized. It is concluded that beam theory tends to over-estimate shear wall stiffness, and than an effort must be made to prevent damage to the stair system from severe shear wall deformations.
Click here to become an online Journal subscriber