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
1-2 of 2
Keywords: HIGH GRADE
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
OPTIMUM DESIGN CONSIDERATIONS FOR ARCH BRIDGES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1979) 67 (4): 1015–1033.
Published: 01 December 1979
... SECTIONS SYMMETRICAL HIGH GRADE CONTINUOUS ENCASTRE HINGED CENTRE Proc. Instn Civ. Engrs, Part 2, 1979, 67, Dec., 1015-1033 8277 Optimum design considerations for arch bridges A recentdetailedanalysis of encastresteelandcastironarchbridgeshashighlighted the importance of the designer (or analyst...
Journal Articles
THE CONSTRUCTION OF WUYA BRIDGE, NIGERIA.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1966) 33 (3): 353–380.
Published: 01 March 1966
... RIVERS TRAINING WORKS MEANDERING HIGH GRADE COUNTRIES DEVELOPING AGGREGATES CASTING MIX STRESSING MOVEMENT LAUNCHERS DECKS WUYA BRIDGE KADUNA RIVER NIGERIA AFRICA For discussion* at an Ordinary Meeting on Tuesday, 26 April, 1966 at 5.30 p m . , andfor subsequent...
