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
1-4 of 4
Keywords: STRUTS
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
STRENGTH OF ALUMINIUM ALLOY PLATE GIRDERS SUBJECTED TO PATCH LOADING.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (4): 376–384.
Published: 01 November 1998
... in the loaded ange and yield lines in the web. Theoretical predictions of ultimate resistance in accordance with BS 8118, the British code of practice for aluminium structures, based on the buckling of an assumed unrestrained web strut, appear unduly conservative when compared with available experimental...
Journal Articles
DETERMINATION OF RESTRAINT FORCES FOR STEEL STRUTS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (3): 282–289.
Published: 01 August 1998
...F A N AL SHAWI; BS 5950; EUROCODE 3 Determination of restraint forces for Proc. Instn Civ. Engrs Structs & steel struts Bldgs, 1998, 128, Aug., 282 289 F. A. N. Al-Shawi, BEng, PhD Paper 11592 In design, it is generally assumed that the restraint force for struts has a constant value, regardless...
Journal Articles
APPLICATION OF YOUNG'S BUCKLING EQUATION TO DESIGN AGAINST TORSIONAL BUCKLING.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (3): 359–369.
Published: 01 August 1993
...J C CHAPMAN; D BUHAGIAR; T YOUNG; J PERRY © Thomas Telford and ICE 1993 IMPERIAL COLLEGE CHAPMAN & DOWLING MALTA UNIVERSITY BUCKLING EQUATIONS DESIGN TORSIONAL STRUTS FLEXURAL STRESS DISTRIBUTION DISPLACEMENT METHODS CALCULATIONS SPREADSHEETS BIAXIAL IMPERFECTIONS...
Journal Articles
DETAILING REINFORCED CONCRETE CLOSING CORNER JOINTS FOR DUCTILITY.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (1): 43–48.
Published: 01 February 1993
... of efficient reinforcement details for corner jointsin reinforced concrete structures. It is anticipated that the programmewill make a significant contribution to the requirement for further knowledge and understandinogf the behaviour of these typesof detail. A new reinforcement detail 8. A modified strut...
