Skip to Main Content
Article navigation
Volume 59, Issue 3
September 1975
Proceedings of the Institution of Civil Engineers Cover Image for Volume 59, Issue 3
Research Article| September 01 1975

VIBRATIONS OF COUPLED SHEAR WALLS ON FRAMED SUPPORTS. Available to Purchase

PR MUKHERJEE;
PR MUKHERJEE
Search for other works by this author on:
This Site
PubMed
Google Scholar
RITZ GALERKIN;
RITZ GALERKIN
Search for other works by this author on:
This Site
PubMed
Google Scholar
A COULL;
A COULL
Search for other works by this author on:
This Site
PubMed
Google Scholar
HAMILTON
HAMILTON
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 (3): 469–485.
https://doi.org/10.1680/iicep.1975.3676

Article PDF first page preview

First page of VIBRATIONS OF COUPLED SHEAR WALLS ON FRAMED SUPPORTS.
Keywords:
STRATHCLYDE UNIVERSITY, VIBRATIONS, WALLS, METHODS, COLUMNS, MEDIUM, EQUATIONS, TRANSVERSE, RITZ GALERKIN, INERTIA, DYNAMICS, FREQUENCIES, INFLUENCE, FORCES, COUPLED, FRAMES, ANALYSIS, PORTAL, GOVERNING, BOUNDARIES, LONGITUDINAL, EFFECT, NUMERICAL, MODES, FLEXIBILITY, SHEAR, SUPPORTS, FREE, CONTINUOUS, DIFFERENTIAL, CONDITIONS, ROTARY, SOLUTIONS, TECHNIQUES, SHAPE, STRUCTURES
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

TECHNICAL NOTE. NEW FORMS OF EQUATIONS FOR THE CORRELATION OF PIPE RESISTANCE DATA.
Proceedings of the Institution of Civil Engineers (September,1972)
INNOVATIVE DESIGN IN THE CONSTRUCTION INDUSTRY.
Proceedings of the Institution of Civil Engineers - Civil Engineering (February,1998)
DISCUSSION. WATER SURFACE PROFILES IN GRADUALLY VARIED OPEN-CHANNEL FLOW.
Proceedings of the Institution of Civil Engineers (July,1969)
DISCUSSION OF TECHNICAL NOTE. A PIPE SKIN FRICTION LAW OF UNIVERSAL APPLICABILITY.
Proceedings of the Institution of Civil Engineers (December,1984)
TECHNICAL NOTE. TWO ADDITIONAL METHODS OF DIRECT SOLUTION OF THE COLEBROOK-WHITE FUNCTION.
Proceedings of the Institution of Civil Engineers (December,1975)

Recommended for you

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

Cited By

Google Scholar
CrossRef (2)
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal