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
ACI Global Home Middle East Region Portal Western Europe Region Portal
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 13 Abstracts search results
Document:
SP50
Date:
January 1, 1975
Author(s):
Editor: Mark W. Huggins
Publication:
Symposium Papers
Volume:
50
Abstract:
SP50 Presents papers dealing with problems of current interest to concrete research and design personnel and in many cases, closely related to problems that have arisen in the application of the 1971 ACI Building Code.
DOI:
10.14359/14103
SP50-04
Peter D. Heimdahl and Albert C. Bianchini
The effect of using high strength reinforcement in square tied columns under uniaxially and biaxially eccentric loads is investigated.
10.14359/17467
SP50-03
R. Green and J. Hellesland
The effect of repeated loading on the ultimate load capacity, and the deflection and stiffness properties of eight eccentrically loaded reinforced concrete columns was studied experiementally.
10.14359/17466
SP50-02
G.A. Blomeier and J.E. Breen
The effect of yielding of beam and restraints on slender reinforced concrete columns as part of a frame in which sidesway was prevented was studied experimentally and analytically.
10.14359/17465
SP50-12
Carl Berwanger and S. Imtiaz Rasul
Experimental and analytical investigations of fifty-five partially prestressed concrete beam-columns undergoing transverse flexure combined with axial thrust have been conducted. The tests were of short term duration. The variables were the number and the arragement of the prestressing tendons and the total prestressing force.
10.14359/17475
Results Per Page 5 10 15 20 25 50 100