ACI Global Home Middle East Region Portal Western Europe Region Portal
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
Topics In Concrete
Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 24 Abstracts search results
Document:
SP43-20
Date:
January 1, 1974
Author(s):
W.H. Dilger and G. Abele
Publication:
Symposium Papers
Volume:
43
Abstract:
An experimental investigation into the deformations of reinforced concrete T-beams subjected to sustained load is reported.
DOI:
10.14359/17523
SP43-21
J.L. Heiman
A comparision is made between measured and calculated long-term deflections of flexural members in four buildings. The measured deflections were found to exceed those obtained by calculation using the ACI Code method.
10.14359/17524
SP43-22
S. Zundelevich, H.S. Hamada, and A.N.L. Chiu
Methods for predicting the deflections of simply supported, non-composite and composite, prestresed concrete beams are presented.
10.14359/17525
SP43-23
G.M. Sabnis and ACI Committee 435
This bibliography and its many annotations were collected by the members of ACI 435 and put in its present form by Chairman Sabnis and ACI headquarters staff. It is hoped that the designer and/or researcher interested in the subject of deflection will take advantage of the information presented here.
10.14359/17526
SP43-14
A. Ghali, M.K. Tadros, and W.H. Dilger
The problem of evaluation of displacement components (deflections or rotations) including the effects of creep and shrinkage of concrete and relaxation of steel is closely related to the problem of calculation of prestress losses. This paper presents an accurate design method using a chart for the caluclation of the prestress loss, the axial strain, and the curvature at any section of a prestressed concrete frame. . .The method presented in this paper can be used for any framed structure; its application to the case frequently met in practice of a simple beam is demonstrated.
10.14359/17517
Results Per Page 5 10 15 20 25 50 100
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.
Edit Module Settings to define Page Content Reviewer