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International Concrete Abstracts Portal

Showing 1-5 of 24 Abstracts search results

Document: 

SP43-12

Date: 

January 1, 1974

Author(s):

P.D. Zuraski, C.G. Salmon, and A. Fattah Shaikh

Publication:

Symposium Papers

Volume:

43

Abstract:

Deflections of continuous concrete beams are computed by six different approximate procedures.

DOI:

10.14359/17515


Document: 

SP43-03

Date: 

January 1, 1974

Author(s):

ACI Committee 435

Publication:

Symposium Papers

Volume:

43

Abstract:

This state of the art paper summarizes practical methods for calculating the deflection of two-way slab systems, including flat slabs, flat plates, beam-supported slabs, and wall-supported slabs. A selected list of references is included.

DOI:

10.14359/17506


Document: 

SP43-21

Date: 

January 1, 1974

Author(s):

J.L. Heiman

Publication:

Symposium Papers

Volume:

43

Abstract:

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.

DOI:

10.14359/17524


Document: 

SP43-05

Date: 

January 1, 1974

Author(s):

C.V. Clarke, A.M. Neville, and W. Houghton-Evans

Publication:

Symposium Papers

Volume:

43

Abstract:

This paper critically reviews the signifcance of deflection in present day design and the methods of deflection control proposed by the prinicpal national codes throughout the world. It includes several examples of the problems caused by excessive deflection and discusses their causes.

DOI:

10.14359/17508


Document: 

SP43-16

Date: 

January 1, 1974

Author(s):

K.M. Kripanarayanan and D.E. Branson

Publication:

Symposium Papers

Volume:

43

Abstract:

Presented in this paper are the results of limited experimental studies concerning time-dependent deflections of composite and non-composite reinforced concrete beams. The experimental results are compared with appropriate analytical expressions and found to be satisfactory.

DOI:

10.14359/17519


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