Skip to Main Content
Article navigation
Volume 69, Issue 2
June 1980
Proceedings of the Institution of Civil Engineers Cover Image for Volume 69, Issue 2
Research Article| June 01 1980

TECHNICAL NOTE. COMPUTATION OF THE STRIP DEFLEXION METHOD. Available to Purchase

CB WILBY;
CB WILBY
Search for other works by this author on:
This Site
PubMed
Google Scholar
JS FERNANDO;
JS FERNANDO
Search for other works by this author on:
This Site
PubMed
Google Scholar
KO KEMP;
KO KEMP
Search for other works by this author on:
This Site
PubMed
Google Scholar
CP 110;
CP 110
Search for other works by this author on:
This Site
PubMed
Google Scholar
FORTRAN;
FORTRAN
Search for other works by this author on:
This Site
PubMed
Google Scholar
STRIP1;
STRIP1
Search for other works by this author on:
This Site
PubMed
Google Scholar
STRIPP
STRIPP
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1980
Proceedings of the Institution of Civil Engineers (1980) 69 (2): 499–509.
https://doi.org/10.1680/iicep.1980.2549

Article PDF first page preview

First page of TECHNICAL NOTE. COMPUTATION OF THE STRIP DEFLEXION METHOD.
Keywords:
STRIP, LOADS, SPANNING, ULTIMATE, PROGRAMS, UNIFORM, DESIGN, DEFLECTION, DISTRIBUTION, SLABS, SERVICEABILITY, COMPUTERS, FLEXIBILITY, METHODS, TWO WAY, LIMIT STATE, THEORY, ANALYSIS, COEFFICIENTS, KENT COUNTY COUNCIL
This content is only available via PDF.
© Thomas Telford and ICE
1980
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

Kent Council targets young people
Human Resource Management International Digest (June,2009)
Keeping the Customers Satisfied: The Real Business of Management Development
Executive Development (October,1994)
Research needs in transport
Proceedings of the Institution of Civil Engineers - Transport (May,1993)
INFORMAL DISCUSSION. CAN PRACTISING ENGINEERS TEACH AND CAN TEACHERS P -RACTICE?
Proceedings of the Institution of Civil Engineers (August,1984)
SAFETY AUDIT - AN OVERVIEW.
Proceedings of the Institution of Civil Engineers - Transport (August,1996)

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