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: Ultimate Deflection Capacity of Lightly Reinforced Concrete Intake Towers
Author(s): Richard C. Dove and Enrique E. Matheu
Publication: Structural Journal
Appears on pages(s): 214-223
Keywords: deflection; ductility; reinforced concrete
Abstract:This paper describes a series of experimental research efforts focused on characterizing the ultimate flexural behavior of lightly reinforced concrete intake towers. The main objective of this research was to provide empirical data to be used in the development of a simplified analysis procedure for seismic evaluation of this type of structures. The studies included an experimental investigation of the flexural behavior of 1/8-scale model rectangular concrete intake towers under monotonic and cyclic lateral loads. Further experimentation was conducted to quantify the influence of the parameters governing the deflection capacity of these structures. An empirical expression is presented for the ultimate deflection capacity of lightly reinforced towers with rectangular sections.
Click here to become an online Journal subscriber