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International Concrete Abstracts Portal

Showing 1-5 of 20 Abstracts search results

Document: 

SP18-07

Date: 

January 1, 1968

Author(s):

E.L. Kemp

Publication:

Symposium Papers

Volume:

18

Abstract:

Discussion proceeds from the simplest case of pure torsion for members without web reinforcement to the complex case of combined torsion, bending and shear.

DOI:

10.14359/17569


Document: 

SP18

Date: 

January 1, 1968

Author(s):

Editor: Gordon P. Fisher

Publication:

Symposium Papers

Volume:

18

Abstract:

SP18 A compilation of 18 papers dealing with theoretical and practical aspects of torsion in structural concrete.

DOI:

10.14359/14072


Document: 

SP18-03

Date: 

January 1, 1968

Author(s):

John P. Klus and C.K. Wang

Publication:

Symposium Papers

Volume:

18

Abstract:

A series of concrete gird frame and beam tests indicate that the moment distribution in grid frames can be predicted within +-15 percent using the displacement method analysis and including the effects of torsion.

DOI:

10.14359/17565


Document: 

SP18-02

Date: 

January 1, 1968

Author(s):

Robert A. Shoolbred and Eugene P. Holland

Publication:

Symposium Papers

Volume:

18

Abstract:

An investigation was conducted for the determination of torsional moments at critical points in a spandrel girder, based on linear elastic principles.

DOI:

10.14359/17564


Document: 

SP18-04

Date: 

January 1, 1968

Author(s):

Paul Zia

Publication:

Symposium Papers

Volume:

18

Abstract:

Torsion theories for concrete members may be classified into three categories according to the manner of loading, namely, pure torsion, combined bending and torsion, and combined bending, shear and torsion. This paper summarizes the theories in each of the three categories with reference to plain, reinforced and prestressed concrete.

DOI:

10.14359/17566


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