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: RECTANGULAR
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 - Structures and Buildings (1999) 134 (4): 319–331.
Published: 01 November 1999
...T S LOK; J R XIAO PANELS CONCRETE REINFORCED STEEL FIBRES EXPOSED AIR BLAST LOADING LOADS TESTS EXPLOSIVES RESPONSES MODELS ELEMENTS STRUCTURAL REINFORCEMENT RECTANGULAR SUPPORTS SIMPLE OVERPRESSURE DETONATION FABRICATED MATERIALS CONSTRUCTION WELDMESH INTEGRITY...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1996) 116 (2): 204–220.
Published: 01 May 1996
...S S J MOY; R A SHENOI; H G ALLEN © Thomas Telford and ICE 1996 SOUTHAMPTON UNIVERSITY PLASTIC PLATES STRENGTH FIBRES REINFORCED TESTS FAILURES RECTANGULAR UNIFORM TRANSVERSE PRESSURE LOADING LOADS EDGES RESTRAINED FABRICATION TECHNIQUES METHODS REINFORCEMENT ASPECT...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (3): 278–287.
Published: 01 August 1995
.... A rectangular timber block cut accurately 27. The strengths of cubes made from PT4, to provide approximately 2mm clearance PT7 and PT11 soilswere obtained from com- RAMMED EARTH WALLS pression tests performeda t 24 hours, 7 days and 28 days after construction.Mean values of cube strengths (shownin Fig. 2...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (2): 179–186.
Published: 01 May 1992
...M A BRADFORD; R I GILBERT © Thomas Telford and ICE 1992 NEW SOUTH WALES UNIVERSITY NON LINEAR TIME DEPENDENT BEHAVIOUR SLENDER CONCRETE FILLED RECTANGULAR STEEL COLUMNS HOLLOW SECTIONS ECCENTRIC LOADS DEFLECTION COMPOSITE RESPONSES RHS COMPUTERS Non-linear time...
