Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Date
Availability
1-5 of 5
Keywords: PINS
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
ADDITIONAL DISCUSSION. STRUCTURAL BEHAVIOUR OF LOAD BEARING FALSEWORK.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1980) 69 (2): 603–604.
Published: 01 June 1980
...M HOLMES; D HINDSON; M GRANT © Thomas Telford and ICE 1980 KYLE STEWART STRUCTURAL BEARING LOCATION CONNECTIONS STANDARDS SLEEVES BEHAVIOUR FALSEWORK SPIGOTS LENGTH ENDS CONNECTORS LOADS JOINTS SOCKETS EFFECTIVE PINS Proc. lmrn Ciu. Engrs, Part 2, 1980,69, June...
Journal Articles
POST-BUCKLING BEHAVIOUR OF ELASTIC CIRCULAR ARCHES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 65 (2): 283–298.
Published: 01 June 1978
... PINS LOW RISE DISCRETE RESPONSES DISPLACEMENT EQUILIBRIUM SHAPE COMPUTERS Proc. Insrn Ciu. Engrs, Part 2, 1978, 65, June, 283-298 Post-buckling behaviour of elastic circular arches Three circular, pin-based arches have been subjected to accurate, second-order elastic analyses in order...
Journal Articles
STRUCTURAL ANALYSIS OF TALL CONCRETE BUILDINGS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1973) 55 (1): 151–166.
Published: 01 March 1973
... TALL METHODS TECHNIQUES MATHEMATICS WALLS ELEMENTS BENDING PINS THREE DIMENSIONAL SYSTEMS SHEAR SLABS © Thomas Telford and ICE 1973 STRATHCLYDE UNIVERSITY SOUTHAMPTON UNIVERSITY 7560 Structural analysis of tall concrete buildings A. COULL, BSc(Eng),PhD, MICE, MIStructE, FRS...
Journal Articles
ABSTRACT. SOME PROBLEMS IN THE STRUCTURAL ANALYSIS OF OVERHEAD ELECTRIC LINES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1964) 28 (3): 397–404.
Published: 01 July 1964
... can usually be neglected by comparison with movements due to insulator swing. The analysis given enables a precise breakdown of the cable force system, and theloading it imposes on the tower cross arm to be obtained. (2) Cablesfastened to capand pin-type insulators. The analysis for this form...
Journal Articles
DESIGN AND CONSTRUCTION OF A PRESTRESSED CONCRETE FRAMED TRANSIT SHED FOR THE PORT OF LONDON AUTHORITY.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1954) 3 (4): 409–434.
Published: 01 July 1954
... TENSIONING PINS JOINTS SHOULDERS PORT OF LONDON UK ORDMAN AND GREEVES ON PRESTRESSED CONCRETE FRAMED 409 TRANSIT SHED FOR THE PORT OF LONDONAUTHORITY STRUCTURAL AND BUILDING ENGINEERING DIVISION MEETING Professor A. J. S. Pippard, Member, Chairman of the Divisional Board, in the Chair 9...
