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
1-3 of 3
Keywords: HYBRID
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
Proceedings of the Institution of Civil Engineers (1986) 81 (3): 335–352.
Published: 01 September 1986
... UNSYMMETRICAL HYBRID COMPACT STRESS HIGH YIELD SHEAR SUPPORTS BENDING SAFETY FACTORS DEVIATION PANELS ULTIMATE CAPACITY LATERAL UK Proc. Instn Ciu. Engrs, Part 2, 1986,81,Sept., 335-352 PAPER 8999 STRUCTURAL ENGGRINOEUEPRING Evaluation of BS 5400 plate girder rules R. SEN, BTech, MASc...
Journal Articles
AN BEAL, J HEYMAN, WB CRANSTON, DJ ADLER, B SIMPSON, DW SMITH, S REVESS, K SRISKANDAN, DD CROFT, ATH SWINNEY, NC TRAIN, E DORE, JE GRAY, AP FAWCETT, CJ DEWHURST, MJ BAKER, L CRYSTAL, F WALLEY, COCHRA
Proceedings of the Institution of Civil Engineers (1980) 68 (3): 507–531.
Published: 01 August 1980
... of hybrid structures using a mixture of codes, I think this ismerely a temporary problem. Surelywhen soils are tested theyare taken to the limit of acceptable strain or failure and therefore foundation design could aesasily be based on load factor methods compatible with the structure. 131. The Paper...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (2): 375–401.
Published: 01 June 1980
...SE WEBB; PJ DOWLING © Thomas Telford and ICE 1980 IMPERIAL COLLEGE LARGE BEHAVIOUR PLATES IN PLANE ANGLES FLATS NON LINEAR RELAXATION YIELD DEPTH SLENDERNESS HYBRID FORCES DISTORTION ZONES DEFLECTION DISCRETE MATHEMATICS ECCENTRIC LOADS ACTION STIFFENERS...
