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: Designing for Effects of Creep and Shrinkage in High-Rise Concrete Buildings
Author(s): D.J. Carreira and T.D. Poulos
Publication: Special Publication
Appears on pages(s): 107-132
Keywords: age-adjusted modulus; column shortening; concrete; creep; creep superposition; differential shortening; elevation corrections; high-rise structures; modulus of elasticity; shrinkage
Abstract:Differential shortening caused by creep and shrinkage of reinforced concrete columns and shear walls affects the serviceability of high-rise buildings. For structures up to 30 stories or 400 ft (120 m) high, the effects of creep and shrinkage are usually ignored without serious consequences. For reinforced concrete buildings beyond 30 stories, and for shorter buildings of hybrid or mixed construction, ignoring the effects of creep and shrinkage may create several undesirable conditions in the serviceability of the structure.
Owners of high-rise concrete buildings are aware of the potential for undesirable behaviors in service in both structural and in nonstructural elements from the effects of differential shortening of columns and shear walls. Examples include sloping floors; cracking of structural members and interior partitions; buckled elevator guide rails, misaligned elevator stops relative to floors, and damage to façade elements and plumbing risers. To minimize these behaviors, the structural engineer is challenged to predict, design for, and adjust for differential shortening in each of the structural components during construction, as well as forecast future behaviors.
The structural design process and related construction requirements are discussed and illustrated within.
Click here to become an online Journal subscriber