Skip to Main Content
Article navigation
Volume 134, Issue 4
November 1999
Proceedings of the Institution of Civil Engineers - Structures and Buildings Cover Image for Volume 134, Issue 4
Research Article| November 01 1999

MOHR APPROACH TO PREDICTION OF BEAM SHEAR STRENGTH.

M E RUDDLE;
M E RUDDLE
Search for other works by this author on:
This Site
PubMed
Google Scholar
G I B RANKIN;
G I B RANKIN
Search for other works by this author on:
This Site
PubMed
Google Scholar
A E L LONG;
A E L LONG
Search for other works by this author on:
This Site
PubMed
Google Scholar
MOHR;
MOHR
Search for other works by this author on:
This Site
PubMed
Google Scholar
MOHR COULOMB;
MOHR COULOMB
Search for other works by this author on:
This Site
PubMed
Google Scholar
GURALNICK;
GURALNICK
Search for other works by this author on:
This Site
PubMed
Google Scholar
ZSUTTY;
ZSUTTY
Search for other works by this author on:
This Site
PubMed
Google Scholar
PRUIJSSERS;
PRUIJSSERS
Search for other works by this author on:
This Site
PubMed
Google Scholar
BS 8110;
BS 8110
Search for other works by this author on:
This Site
PubMed
Google Scholar
ACI 318;
ACI 318
Search for other works by this author on:
This Site
PubMed
Google Scholar
ACI 318 95
ACI 318 95
Search for other works by this author on:
This Site
PubMed
Google Scholar
Author & Article Information
Publisher: Emerald Publishing
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© Thomas Telford and ICE
1999
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (4): 363–372.
https://doi.org/10.1680/istbu.1999.31902

Article PDF first page preview

First page of MOHR APPROACH TO PREDICTION OF BEAM SHEAR STRENGTH.
Keywords: QUEENS UNIVERSITY BELFAST, NORTHERN IRELAND TECHNOLOGY CENTRE, PILKINGTON GROUP ENGINEERING, BEAMS, SHEAR, STRENGTH, PREDICTION, ULTIMATE, REINFORCED, CONCRETE, FAILURES, CRITERION, INTERACTION, RELATIONSHIPS, LIMITING, VALUE, STRESS, NORMAL, COMPRESSION, ZONES, T BEAMS, HIGH, HIGH STRENGTH, CONTINUOUS, PROPERTIES, LOADS, TESTS, RATIOS, SLENDERNESS, CODES, PRACTICE, BIAXIAL, ELASTIC, DISTRIBUTION, BEHAVIOUR, FLEXURE, RESISTANCE, MECHANISMS, BENDING, MOMENTS, INFLUENCE, STANDARDS, BRITISH
This content is only available via PDF.
© Thomas Telford and ICE
1999
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
$41.00
Rental
This article is also available for rental through DeepDyve. Read this now at DeepDyve
265 Views
3 Crossref
View Metrics
Discussion: Evaluating the effects of loading protocol on the strength and deformation capacity of Flexure-Shear critical concrete columns
Editorial
Flexural performance of cold-formed ∩-shaped steel–lightweight aggregate concrete prefabricated composite beams
Interlayer bond strength models for three dimensional-printed mortar

Suggested Reading

THE PLACE OF THE UNIVERSITY IN THE EDUCATION OF CIVIL ENGINEERS. REPORT ON A CONFERENCE HELD AT QUEENS UNIVERSITY BELFAST 9-13 SEPT 1958. FOREWORD & INTRODUCTION.
Proceedings of the Institution of Civil Engineers (April,1959)
EDUCATION AT RISK. BRIEFING.
Proceedings of the Institution of Civil Engineers - Civil Engineering (May,1994)
DISCUSSION. THE SHEAR STRENGTH OF POST-TENSIONED FLAT SLAB FLOORS.
Proceedings of the Institution of Civil Engineers (September,1978)
INTRODUCTION TO A SERIES OF TECHNICAL NOTES ON IN-SITU NON-DESTRUCTIVE TESTING TECHNIQUES.
Proceedings of the Institution of Civil Engineers - Structures and Buildings (February,1993)
DISCUSSION. BOUNDARY SHEAR DISTRIBUTION IN OPEN CHANNEL COMPOUND.
Proceedings of the Institution of Civil Engineers (March,1972)

Recommended for you

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

Cited By

Google Scholar
CrossRef (4)
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal