Skip to Main Content
Article navigation
Volume 26, Issue 4
December 1963
Proceedings of the Institution of Civil Engineers Cover Image for Volume 26, Issue 4
Discussion| December 01 1963

DISCUSSION. COMPOSITE STEEL AND CONCRETE BRIDGE CONSTRUCTION IN SOUTHERN RHODESIA. (INCLUDES CORRIGENDA). Free

A F MASON;
A F MASON
Search for other works by this author on:
This Site
PubMed
Google Scholar
M A G DUNCAN;
M A G DUNCAN
Search for other works by this author on:
This Site
PubMed
Google Scholar
G BELA;
G BELA
Search for other works by this author on:
This Site
PubMed
Google Scholar
P L EASTERBROOK;
P L EASTERBROOK
Search for other works by this author on:
This Site
PubMed
Google Scholar
S D GOGOL;
S D GOGOL
Search for other works by this author on:
This Site
PubMed
Google Scholar
J J TERASZKIEWICZ;
J J TERASZKIEWICZ
Search for other works by this author on:
This Site
PubMed
Google Scholar
J C CHAPMAN
J C CHAPMAN
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1963
Proceedings of the Institution of Civil Engineers (1963) 26 (4): 603–615.
https://doi.org/10.1680/iicep.1963.10391

Article PDF first page preview

First page of DISCUSSION. COMPOSITE STEEL AND CONCRETE BRIDGE CONSTRUCTION IN SOUTHERN RHODESIA. (INCLUDES CORRIGENDA).
Keywords:
COMPOSITE, STEEL, CONCRETE, BRIDGES, CONSTRUCTION, COUNTRIES, DEVELOPING, ULTIMATE, MOMENTS, CALCULATIONS, SHEAR, CONNECTORS, PLASTIC, METHODS, FLOW, LENGTH, BEAMS, FAILURES, FORMULAE, SPLICES, RHODESIA, AFRICA, ZIMBABWE
This content is only available via PDF.
© Thomas Telford and ICE
1963
AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Suggested Reading

DISCUSSION. SHEAR CONNECTORS IN STEEL-CONCRETE COMPOSITE BEAMS FOR BRIDGES AND THE NEW CP 117: PART 2.
Proceedings of the Institution of Civil Engineers (February,1968)
CORRESPONDENCE. THE PLASTIC THEORIES FOR THE ULTIMATE STRENGTH OF REINFORCED CONCRETE BEAMS.
Journal of the Institution of Civil Engineers (October,1944)
COMPOSITE STEEL AND CONCRETE BRIDGE CONSTRUCTION IN SOUTHERN RHODESIA.
Proceedings of the Institution of Civil Engineers (April,1962)
INFORMAL DISCUSSION. THE NEW CP 117 ON BRIDGE BEAMS
Proceedings of the Institution of Civil Engineers (April,1968)
DISCUSSION. STEEL-CONCRETE COMPOSITE PLATES WITH FLEXIBLE SHEAR CONNECTORS.
Proceedings of the Institution of Civil Engineers (June,1973)

Related Chapters

FIBRE COMPOSITES IN CIVIL ENGINEERING: AN OPPORTUNITY FOR A NOVEL APPROACH TO TRADITIONAL REINFORCED CONCRETE CONCEPTS
Challenges of Concrete Construction: Volume 1, Composite Materials in Concrete Construction
DIRECT SHEAR FAILURE DESIGN BASED ON THE SHEAR-FRICTION FAILURE MODEL AND THE PLASTIC SHEAR ENVELOPE
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
What Is Development?
Rural Marketing as a Tool for National Development: Strategies for Socio-Economic Progress

Recommended for you

These recommendations are informed by your reading behaviors and indicated interests.

Cited By

Google Scholar
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal