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
1-7 of 7
Keywords: eccentricity
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
Study on the eccentric compression performance of coal gasification ash concrete columns
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2026) 179 (3): 343–361.
Published: 07 April 2026
... – two ordinary concrete ( OC ) columns and six CGA concrete ( CGAC ) columns – were fabricated to evaluate the influence of CGA, eccentricity and concrete strength on damage patterns, load–deflection curves, crack development and so on. The results showed that the CGAC columns and OC columns had...
Journal Articles
Mechanical properties of axially and eccentrically loaded CFRP–coral concrete columns
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2024) 177 (6): 475–489.
Published: 14 February 2023
...Shuang Chen; Jiwen Guan; Shujia Liang Bearing capacity tests were carried out on axially and eccentrically loaded coral concrete short columns reinforced with carbon-fibre-reinforced polymer (CFRP) bars. Parameters such as the ultimate bearing capacities and the stress in the CFRP bars and surface...
Journal Articles
SHORT- AND LONG-TERM BEHAVIOUR OF AXIALLY LOADED COMPOSITE PROFILED WALLS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (1): 26–37.
Published: 01 February 1998
... structures. The paper presents a rigorous analysis of composite pro led walls when subjected to a sustained axial service load. The analysis allows for pin supports that are loaded at a different eccentricity at each end, and treats the short-term and time-dependent behaviour of the walls including non...
Journal Articles
PUNCHING SHEAR STRENGTH OF FLAT SLAB CORNER COLUMN CONNECTIONS. PART 2. FIBRE-REINFORCED CONCRETE CONECTIONS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (1): 21–26.
Published: 01 February 1997
...P DESAYI; H K SESHADRI © Thomas Telford and ICE 1997 INDIAN INSTITUTE OF SCIENCE CONCRETE REINFORCED CONNECTIONS SHEAR STRENGTH PUNCHING SLABS FLAT CORNERS COLUMNS STUDIES BEHAVIOUR TESTS SPECIMENS REINFORCEMENT RATIOS MOMENTS LOADS ECCENTRICITY FIBRES VOLUME...
Journal Articles
FAILURE LOADS OF SLENDER REINFORCED CONCRETE COLUMNS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (4): 339–350.
Published: 01 November 1995
... columns are based mental investigations carried out in the on equilibrium, compatibility and properties of past. These columns havea length to the constituents at the mid-height critical depth ratio of8.8 to 60,a load eccentricity section'-3 or at various sections along the to depth ratio of 0033 to 1.0...
Journal Articles
DESIGN CONSIDERATIONS OF PARTIALLY ENCASED COMPOSITE COLUMNS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (1): 75–82.
Published: 01 February 1994
... capacity of partially ME.. M. calculated by stress blocks Written discussion encasedcomposite columns subjected to M. experimental failure moment Closes 15April1994 eccentric load has been studied. Nineteen MM,# M. calculated by moment-curvature thrust full-scalecolumns of partially encased curves sections...
Journal Articles
SEISMIC RESPONSE OF A SIMPLE TORSIONALLY COUPLED STRUCTURE WITH A SLIDING SUPPORT.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (3): 271–280.
Published: 01 August 1993
... ECCENTRICITY COEFFICIENTS FRICTION NON LINEAR INTERACTION SHEAR FORCES TORQUE Seismic responseof a simple torsionally coupled structurewith suappsolirdting R. S.Jangid,BE, MTech, and T.K. Datta, BE, ME, PhD F'roc.Instn. Ciu. Engrs Structs & Bldgs, 1993,99, Aug., 271-280 Structural Board Paper 10081...
