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International Concrete Abstracts Portal

Showing 1-5 of 13 Abstracts search results

Document: 

SP35-12

Date: 

January 1, 1973

Author(s):

Paul Lampert

Publication:

Symposium Papers

Volume:

35

Abstract:

Theoretical expressions for the postcracking stiffness of rectangular reinforced concrete beams in torsion and bending are described and simplified. They are based on a space truss model.

DOI:

10.14359/17487


Document: 

SP35-03

Date: 

January 1, 1973

Author(s):

Rudolph Szilard

Publication:

Symposium Papers

Volume:

35

Abstract:

This paper relates to flat gridworks conventionally used for reinforced concrete bridges.

DOI:

10.14359/17478


Document: 

SP35

Date: 

January 1, 1973

Author(s):

Editors: Gordon P. Fisher, Rudolph Szilard, and Paul Zia

Publication:

Symposium Papers

Volume:

35

Abstract:

SP35 Evaluates and summarizes current information about analysis of torsional forces. Includes a state of the art report and several practical papers introducing simplified analytical and numerical procedures for torsion analysis of commonly used structuraI systems.

DOI:

10.14359/14088


Document: 

SP35-07

Date: 

January 1, 1973

Author(s):

B.S. Taranath and B. Stafford Smith

Publication:

Symposium Papers

Volume:

35

Abstract:

A study is made of open-section core supported structures subjected to torsional loads. Vlasov's theory relating rotations, bimoments, and warping stresses, in cores is reviewed briefly.

DOI:

10.14359/17482


Document: 

SP35-10

Date: 

January 1, 1973

Author(s):

E.L. Kemp and W.J. Wilhelm

Publication:

Symposium Papers

Volume:

35

Abstract:

The problem of determining the ultimate capacity for reinforced concrete slabs supported on integral spandrel beams is discussed utilizing the yield line approach.

DOI:

10.14359/17485


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