Inelastic Behavior in Tests of Eccentrically Loaded Short Reinforced Concrete Columns PDF Download
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Author: Eivind Hognestad (author)
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 0
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Book Description
Author: Eivind Hognestad (author)
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 0
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Book Description
Author: Eivind Hognestad
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 38
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Book Description
Author: Reinforced Concrete Research Council (U.S.)
Publisher: ASCE Publications
ISBN: 9780784475805
Category : Technology & Engineering
Languages : en
Pages : 268
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Book Description
Papers selected by the Reinforced Concrete Research Council of ASCE. This collection contains 13 papers reporting the results of a series of studies, begun in 1960, on the behavior of long reinforced concrete columns in frames. This report also includes additional studies limit design aspects of column and frame stability that were proposed in 1967. Findings from these studies, resulted in important changes in the slenderness provisions for reinforced concrete colums adopted in the 1983 American Concrete Institute building code.
Author: Reinforce
Publisher: ASCE Publications
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 100
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Book Description
Prepared by the Reinforced Concrete Research Council of ASCE. This report reprints a collection of studies advancing the knowledge of the effects of fatigue loading on the structural behavior of prestressed concrete flexural members. Each study represents one phase of an extensive research program conducted at Lehigh University and sponsored by the Pennsylvania Department of Transportation, the Federal Highway Administration, and the Reinforced Concrete Research Council. The four areas of study are: the effect of stress gradient on the probable fatigue life of plain concrete, as related to the compression block of prestressed concrete flexural members; the probable fatigue life of seven-wire prestressing strand under repeated loading of either constant or varied magnitude; the probable fatigue life of prestressed concrete flexural members, as limited by the fatigue failure of the prestressing strand; and the susceptibility of prestressed concrete flexural members to fatigue failure in shear. This report provides guidance to structural engineers faced with the design or analysis of prestressed concrete flexural members and to research engineers who are seeking to extend the knowledge of structural behavior as affected by repeated loading.
Author: American Concrete Institute
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 392
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Book Description
Author: Reinforced Concrete Research Council (U.S.)
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 120
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Book Description
Author: Ivan Miroslav Viest
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 29
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Book Description
Author: Bengt Broms
Publisher:
ISBN:
Category : Columns
Languages : en
Pages : 108
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Book Description
Author: American Concrete Institute
Publisher:
ISBN:
Category : Buildings, Reinforced concrete
Languages : en
Pages : 404
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Book Description
Author: J. J. Hromadik
Publisher:
ISBN:
Category :
Languages : en
Pages : 113
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Book Description
This study is primarily aimed at improving the understanding of the behavior of eccentrically loaded long piles (or columns) of reinforced concrete. A general inelastic analysis was developed and applied to circular, square, and octagonal cross sections, for both solid members and ones having a hollow circular core. For convenience, the analysis was programmed for the IBM 1620 computer using FORTRAN. Twenty-four general cases are presented in the form of graphs. These graphs were used to evaluate ultimate loads and to study the effect of variables on ultimate loads. Also presented are the results of short-term load tests to failure of 39 specimens representing five basic cross sections. Other major test variables were slenderness and load eccentricity. Good agreement was obtained between theory and test; hence, it may be judged that the basic assumptions are reasonable. Since the theory appears to be confirmed by the test results, it is recommended for use by structural designers. (Author).
