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1-16 of 16
Keywords: ductility
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Journal Articles
Flexural strengthening of ductile high-performance concrete beam with low reinforcement ratio using glass fibre-reinforced polymer sheets
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2025) 178 (10): 970–990.
Published: 21 October 2025
...Wisam Hamad; Mehdi Dehestani No specific work concentrates on the structural performance of ductile high-performance concrete ( DHPC ) beams with a very low reinforcement ratio of A s < A s , . min = max { [ 0.25 f c b d / f y...
Journal Articles
Response modification factor evaluation for vertically irregular MRF buildings
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2024) 177 (7): 618–632.
Published: 19 May 2023
... ductility and over-strength. In this work, actual R values were assessed for vertical irregularity cases for reinforced concrete bare buildings with moment-resisting frames (MRFs). A significant relationship between R and the vertical irregularity index, calculated from the relative...
Journal Articles
Improving ductility of non-seismically designed RC columns
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (2005) 158 (1): 13–20.
Published: 01 February 2005
...J. S. Kuang, PhD, CEng, MICE, MIStructE; H. F. Wong, MPhil An experimental investigation of the improvement of ductile behaviour of non-seismically designed reinforced concrete (RC) columns with various configurations of transverse reinforcement is presented in this paper. Emphasis is placed...
Journal Articles
THE STRENGTH OF VICTORIAN WROUGHT IRON.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (4): 295–300.
Published: 01 November 1999
...J MORGAN © Thomas Telford and ICE 1999 BRISTOL UNIVERSITY IRON WROUGHT STRENGTH VICTORIAN HISTORIC METALS PROPERTIES MATERIALS CONSTRUCTION TESTS DATA CONSERVATION TESTING HISTORY BUILDINGS STRUCTURES RENOVATION MANUFACTURE MECHANICAL DUCTILITY BRIDGES REPAIRS...
Journal Articles
DEBONDING OF CARBON-FIBRE-REINFORCED POLYMER PLATE FROM CONCRETE BEAMS.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (4): 301–317.
Published: 01 November 1999
... ANCHORAGES UNIDIRECTIONAL FOUR POINT BONDING DESIGN INSTRUMENTS INSTRUMENTATION DEFLECTION STEEL STRAIN TESTS FAILURES BRITTLE TECHNOLOGY LATERAL CONFINEMENT COMPRESSION ZONES GIRDERS REHABILITATION RESEARCH DEVELOPMENT REPLACEMENT CONSTRUCTION MATERIALS DUCTILITY COMPOSITE...
Journal Articles
ELASTO-PLASTIC ANALYSIS OF REINFORCED CONCRETE SLIT SHEAR WALLS.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (4): 342–350.
Published: 01 November 1998
... method. A parametric study was then carried out to investigate the effects of different connectingbeam designs on the performance of slit shear walls. The results reveal that the depth and reinforcement of the connecting beams directly affect the failure mode and ductility of the slit shear wall...
Journal Articles
SHEAR ASSESSMENT OF CONCRETE BEAM-AND-SLAB BRIDGES.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (3): 264–273.
Published: 01 August 1998
... COLLAPSE MECHANISMS STRUCTURES COMPRESSIVE FLEXURE RULES PRACTICE REINFORCED MEMBERS DUCTILITY STRENGTH LOADS CODES STANDARDS BRITISH Shear assessment of concrete beam-and-slab bridges Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Aug., 264 273 T. J. Ibell, BSc(Eng), PhD, C. T. Morley...
Journal Articles
AN INSIGHT INTO THE STRUCTURAL BEHAVIOUR OF REINFORCED CONCRETE BEAMS WITH EXTERNALLY BONDED PLATES.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (4): 477–492.
Published: 01 November 1997
... RATIOS EMBEDDED STEEL REINFORCEMENT STRENGTH DUCTILITY FAILURES STIFFNESS EXTERNAL THEORY SHEAR STRESS SPANS LOWER BOUNDS MECHANISMS FULL CODES PEELING MODES FLEXURAL CRACKS SPACING PREMATURE An insight into the structural behaviour of reinforced concrete beams with externally...
Journal Articles
THE STRUCTURAL EFFECTIVENESS OF LARGE VOLUME PATCH REPAIRS TO CONCRETE STRUCTURE. DISCUSSION.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (3): 368–369.
Published: 01 August 1997
...G C MAYS; R A BARNES; J CAIRNS © Thomas Telford and ICE 1997 HERIOT WATT UNIVERSITY STRUCTURES CONCRETE EFFECTIVENESS STRUCTURAL LARGE VOLUME PATCH REPAIRS STRENGTH SECTIONS BEHAVIOUR STRAIN REINFORCEMENT PLANE BEAMS DUCTILITY FRAMES DISCUSSION The structural...
Journal Articles
EVALUATION OF REPAIR MATERIALS FOR FUNCTIONAL IMPROVEMENT OF SLABS AND BEAMS WITH CORRODED REINFORCEMENT.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (1): 27–34.
Published: 01 February 1997
... that measured in the unrepaired beams. REPAIR MATERIALS FOR IMPROVEMENT OF SLABS AND BEAMS Ductility 21. Ductility indicates the ability of a struc- ture to deform plastically and absorb energy during loading. It is represented by the area under the load deflection curve. Data in Table 4 indicate a relatively...
Journal Articles
AN APPRAISAL OF THE DESIGN RULES IN EUROCODE 3 FOR BOLTED END-PLATE JOINTS BY COMPARISON WITH EXPERIMENTAL RESULTS.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1996) 116 (2): 221–234.
Published: 01 May 1996
... VALUE FRAMES BEAMS COLUMNS FLANGES SEMI CONTINUOUS STEEL BOLTS FAILURES STRENGTH RIGIDITY DUCTILITY WEBS BUCKLING An appraisal of the design rulesin Eurocode 3 for bolted endlplate joints by comparisonwith experimental B. Bose, BSc(Eng), PhD, CEng, MIStructE,G. K. Youngson, BEng and 2.M...
Journal Articles
VERIFYING THE PERFORMANCE OF STANDARD DUCTILE CONNECTIONS FOR SEMI-CONTINUOUS STEEL FRAMES.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (4): 441–457.
Published: 01 November 1995
...B BOSE; A F HUGHES © Thomas Telford and ICE 1995 ABERTAY UNIVERSITY DUNDEE OVE ARUP STEEL CONSTRUCTION INSTITUTE STEEL FRAMES DUCTILE STANDARD CONNECTIONS SEMI CONTINUOUS PERFORMANCE VERIFICATION DESIGN DESTRUCTIVE TESTS TESTING DUCTILITY WEBS BUCKLING MOMENTS...
Journal Articles
FLAT SLABS WITH FIBRE OR LINK REINFORCEMENT AT SLAB-COLUMN CONNECTIONS.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (3): 308–321.
Published: 01 August 1995
...B P HUGHES; YONG XIAO; Y XIAO © Thomas Telford and ICE 1995 BIRMINGHAM UNIVERSITY SOUTHAMPTON UNIVERSITY CONCRETE SLABS FLAT FIBRES LINK REINFORCEMENT COLUMNS CONNECTIONS RATIOS STRENGTH DUCTILITY SHEAR PUNCHING FIBROUS CRACKS CONTROL FLOORS STEEL RIGS EXPERIMENTS...
Journal Articles
ULTIMATE LIMIT STATE SEISMIC TORSIONAL PROVISIONS IN EUROCODE 8.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (1): 86–97.
Published: 01 February 1995
... RESISTANCE TORSION STRENGTH MODELS RATIOS RESPONSES INELASTIC DYNAMIC ANALYSIS STIFF EDGES ELEMENTS DUCTILITY DEFORMATION Proc. Instn Civ. Engrs Strucls & Bldgs, 1995, 110, Feb., 86-97 Ultimate limit state seismictorsional provisions in Eurocode 8 Structural and Building Board Structural...
Journal Articles
CYCLIC BEHAVIOUR OF CONNECTING BEAMS IN REINFORCED CONCRETE SLIT SHEAR WALLS.
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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...
Journal Articles
DETAILING REINFORCED CONCRETE CLOSING CORNER JOINTS FOR DUCTILITY.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (1): 43–48.
Published: 01 February 1993
...A ZOUZOU; D HALDANE Detailing reinforced concrete closing h o c . Instn Ciu. Engrs Structs & corner jointsfor ductility Bidgs. 1993,SS, Feb., 43-48 A . Zouzou, BSc, DIC, MSC,and D.Haldane, BSc, MICE Paper I0030 H This Paper addresses the problem ofre- steel content in the adjoining members...
