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
Issue Section
Date
Availability
1-3 of 3
Keywords: cyclic
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
Cyclic biaxial stress–strain curves of masonry: a generalised approach
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2001) 146 (2): 141–145.
Published: 01 May 2001
...M. M. AlShebani; S. N. Sinha Deformation characteristics of brick masonry under cyclic compression can provide vital information regarding material ductility, stiffness degradation and energy dissipation capacity. Cyclic biaxial compressions of five principal stress ratios were applied to half...
Journal Articles
PRESTRESSED BOLTING IN PRECAST CONCRETE BEAM-COLUMN CONNECTION.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (2): 144–153.
Published: 01 May 1998
.... The main design problem is the transfer of tension between the bolts and the beam reinforcement, but the results indicate that this can be overcome by conventional design. Testing done under reversible cyclic loading conditions suggested a good energyabsorption capacity. Keywords: beams & girders; concrete...
Journal Articles
CYCLIC BEHAVIOUR OF CONNECTING BEAMS IN REINFORCED CONCRETE SLIT SHEAR WALLS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (3): 317–324.
Published: 01 August 1994
...A K H KWAN; Y K CHEUNG; X L LU © Thomas Telford and ICE 1994 HONG KONG UNIVERSITY CONCRETE REINFORCED WALLS SHEAR SLIT BEAMS CONNECTING BEHAVIOUR CYCLIC TESTS DUCTILITY CRACKING FAILURES REINFORCEMENT STRESS DISTRIBUTION STIFFNESS STRENGTH DEGRADATION DAMPING...
