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 19 Abstracts search results
Document:
SP53-18
Date:
January 1, 1977
Author(s):
H. Gallegos and R. Rios
Publication:
Symposium Papers
Volume:
53
Abstract:
This paper analyzes the authors' experience in repairing reinforced concrete buildings damaged by earthquakes. Buildings damaged by a first earthquake were repairedd and subsequently, those repaired buildings underwent the effects of second and third quakes. In some cases, those new seismic actions caused further damage which also had to be repaired.
DOI:
10.14359/17707
SP53-17
Lawerence G. Selna and John H. Lawder
The importance of overturning forces and biaxial repsonse is studied for 3D reinforced concrete frame structures subjected to biaxial inputs. A biaxial yield rule is used for the moment-curvature relation.
10.14359/17706
SP53-16
Faisal M. Hassan and Neil M. Hawkins
A mathematical model is developed for predicting the relationship between the axial force on an anchored reinforcing bar and the displacement of the loaded end of that bar relative to the surrounding concrete. The model has different forms for monotonic and reversed cyclic loading.
10.14359/17705
SP53-15
High intensity cyclic loading tests are reported for 13 stub cantilever specimens. Bond conditions for the tensile reinforcement in those specimens were presumed to simulate conditions for beam bars in beam-column connections. A displacement controlled loading device was used.
10.14359/17704
SP53-04
M. Yamada and H. Kawamura
It is proposed that the aseismic capacity of a reinforced concrete structures is the steady state resonance capacity for an idealized one mass model of that structure subjected to a sinusoidal forced vibration.
10.14359/17693
Results Per Page 5 10 15 20 25 50 100