Email Address is required Invalid Email Address
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
Learn More
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.
Staff Directory
ACI World Headquarters 38800 Country Club Dr. Farmington Hills, MI 48331-3439 USA Phone: 1.248.848.3800 Fax: 1.248.848.3701
ACI Middle East Regional Office Second Floor, Office #207 The Offices 2 Building, One Central Dubai World Trade Center Complex Dubai, UAE Phone: +971.4.516.3208 & 3209
ACI Resource Center Southern California Midwest Mid Atlantic
Feedback via Email Phone: 1.248.848.3800
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.
Showing 1-5 of 15 Abstracts search results
Document:
SP13-07
Date:
January 1, 1966
Author(s):
A. P. Kabaila and A. S. Hall
Publication:
Symposium Papers
Volume:
13
Abstract:
A computer analysis of rectangular, symmetrically reinforced unrestrained prestressed concrete columns in terms of a given uniquely defined stress-strain relationship is presented. The analytical results are compared with a test series. The accuracy and the range of validity of the better known approximate analyses are discussed.
DOI:
10.14359/16759
SP13-04
Phil M. Ferguson and John E. Breen
A research report sponsored by the REINFORCED CONCRETE RESEARCH COUNCIL deals with the long tied column as part of a building frame subjected to lateral loads. The series of tests on eight rectangular frames verified the expected behavior of a long column which must resist lateral frame load, and confirmed it as a severe condition in comparison to a column not subject to sidesway.
10.14359/16756
SP13-08
H. R. Brown and A. S. Hall
Reports the results of tests on 30 eccentrically loaded prestressed concrete columns with an I/t ratio of 33. The degree of prestress varied from zero to 0.6 f'c. This paper examines the effect of prestressing on the loadcarrying capacity of slender columns and questions whether an optimum degree of prestress occurs.
10.14359/16760
SP13-13
Samuel P. Mauch
Nonlinear mechanical material properties derived from test data reported in the literature are used to predict the life of pinned, initially imperfect rectangular reinforced concrete columns under a constant axial load. Results according to the rate of creep law and the time-superposition law are obtained.
10.14359/16765
SP13-05
Ignacio Martin and Elmer Olivieri
Eight reinforced concrete columns with a slenderness ratio of 40 were tested, two loaded concentrically and six loaded with opposite eccentricities on each end. Results were compared to the ACI Building Code, CEB Recommendations, an analysis based on Von Karman's theory, and values obtained by applying the Hognestad stress block to the measured strains.
10.14359/16757
Results Per Page 5 10 15 20 25 50 100