Skip to Main Content
Article navigation
Volume 59, Issue 4
December 1975
Proceedings of the Institution of Civil Engineers Cover Image for Volume 59, Issue 4
Research Article| December 01 1975

TECHNICAL NOTE. TWO-WAY SKEWED RIBBED SLABS. Available to Purchase

EZ TATSA;
EZ TATSA
Search for other works by this author on:
This Site
PubMed
Google Scholar
M LEVY
M LEVY
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1975
Proceedings of the Institution of Civil Engineers (1975) 59 (4): 819–825.
https://doi.org/10.1680/iicep.1975.3643

Article PDF first page preview

First page of TECHNICAL NOTE. TWO-WAY SKEWED RIBBED SLABS.
Keywords:
TWO WAY, SLABS, DEFLECTION, RATIOS, SOLUTIONS, SKEWED, RIBS, BENDING, LENGTH, EQUATIONS, RIBBED, EDGES, MOMENTS, ACTION, NUMERICAL, SHEFFIELD UNIVERSITY, ISRAEL INSTITUTE OF TECHNOLOGY
This content is only available via PDF.
© Thomas Telford and ICE
1975
You do not currently have access to this content.
Don't already have an account? Register

Purchased this content as a guest? Enter your email address to restore access.

Please enter valid email address.
Email address must be 94 characters or fewer.
Pay-Per-View Access
$39.00
Rental
This article is also available for rental through DeepDyve. Read this now at DeepDyve
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. A COMPUTER DESIGN AID FOR PRESTRESSED CONCRETE BOX BEAMS.
Proceedings of the Institution of Civil Engineers - Structures and Buildings (May,1993)
STRENGTH AND STABILITY OF SANDWICH WALLS.
Proceedings of the Institution of Civil Engineers (September,1975)
THE STRESSES IN FOUNDATION RAFTS. II.
Proceedings of the Institution of Civil Engineers (October,1961)
THE STRESSES IN FOUNDATION RAFTS. III.
Proceedings of the Institution of Civil Engineers (July,1963)
DISCUSSION OF TECHNICAL NOTE. SYSTEMATIC EXPLICIT SOLUTIONS OF THE PRANDTL AND COLEBROOK-WHITE EQUAT IONS FOR PIPE FLOW.
Proceedings of the Institution of Civil Engineers (March,1986)

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