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International Concrete Abstracts Portal

Showing 1-5 of 13 Abstracts search results

Document: 

SP35-11

Date: 

January 1, 1973

Author(s):

Michael P. Collins and Paul Lampert

Publication:

Symposium Papers

Volume:

35

Abstract:

When a reinforced concrete structure cracks the ratio of torsional to flexural stiffness of its members will drop. The resulting redistribution of torsion and bending moments is the subject of this paper.

DOI:

10.14359/17486


Document: 

SP35-06

Date: 

January 1, 1973

Author(s):

A. Coull and A.W. Irwin

Publication:

Symposium Papers

Volume:

35

Abstract:

A method is presented for the analysis of a complete shear wall structure subjected to torsional loading. The analysis is based on the continuous connection technique.

DOI:

10.14359/17481


Document: 

SP35-08

Date: 

January 1, 1973

Author(s):

James O. Jirsa

Publication:

Symposium Papers

Volume:

35

Abstract:

The influence of torsion on the behavior of floor slab structures is examined using the results of tests of typical multi-panel and isolated half-panel slab structures supported on spandrel beams at the edges. Of particular interest is the transfer of exterior negative moment from the slab to the columns through the spandrel beams at service loads and at failure. The test results provide a means of estimating the importance of torsion in floor slab structures and of evaluating the applicability of proposed design procedures for torsion to spandrel beams.

DOI:

10.14359/17483


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: 

SP35-04

Date: 

January 1, 1973

Author(s):

A.S. Arya and Anand Prakash

Publication:

Symposium Papers

Volume:

35

Abstract:

An attempt has been made in this paper to analyse a fixed ended circular staircase with an intermediate landing by the flexibility method.

DOI:

10.14359/17479


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