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1-12 of 12
Keywords: CARRYING
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Journal Articles
STRENGTH OF ADJUSTABLE PROPS - EFFECT OF SHEAR-PIN POSITION.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (2): 159.
Published: 01 May 1999
... LOADS STANDARDS BRITISH PROPERTIES CARRYING CAPACITY Strength of adjustable propsÐeffect of shear-pin position Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134, May, 139 ± 146 T. D. G. Canisius, BSc (Eng), MASc, PhD, and A. Maitra, BSc, CEng, MICE & This paper contains the results of a series...
Journal Articles
FINITE-ELEMENT ANALYSIS OF MASONRY ARCH BRIDGES.,
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (2): 119–127.
Published: 01 May 1999
...K H NG; C A FAIRFIELD; A SIBBALD; LUSAS © Thomas Telford and ICE 1999 NAPIER UNIVERSITY BRIDGES ARCHES ANALYSIS MASONRY FINITE ELEMENTS METHODS ASSESSMENT LOADS CARRYING CAPACITY COLLAPSE DEFLECTION EXPERIMENTS STUDIES PARAMETRIC ELASTIC MODULUS STRENGTH COMPRESSIVE...
Journal Articles
LOAD-SLIP CHARACTERISTICS OF MULTI-NAILED TIMBER JOINTS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (1): 31–43.
Published: 01 February 1999
...A KERMANI; H C C GOH © Thomas Telford and ICE 1999 NAPIER UNIVERSITY TIMBER JOINTS MULTI NAILED LOADS SLIPS CHARACTERISTICS RESEARCH SEMI RIGID NAILED WOOD NAILS RIGIDITY LOADING CARRYING NAILING SHEAR CONFIGURATION CONNECTIONS DEFORMATION MODELS SIMULATION...
Journal Articles
TIME-VARYING RELIABILITY MODEL OF STEEL GIRDER BRIDGES.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (4): 359–367.
Published: 01 November 1998
... RESISTANCE LIMIT STATE CARRYING CAPACITY Time-varying reliability model of steel girder bridges Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Nov., 359 367 C.-H. Park, BS, MS, A. S. Nowak, MS, PhD, P. C. Das, BTech, PhD, CEng, MICE, and A. R. Flint BSc(Eng), PhD, FEng, FIStructE, FICE, OBE...
Journal Articles
LOAD-CARRYING CAPACITY OF MASONRY ARCH BRIDGES ESTIMATED FROM MULTI-SPAN MODEL TEST.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (1): 81–90.
Published: 01 February 1998
...D A PONNIAH; D J PRENTICE © Thomas Telford and ICE 1998 EDINBURGH UNIVERSITY BRIDGES ARCHES MASONRY LOADS CARRYING CAPACITY ESTIMATED MULTI SPAN MODELS TESTS ESTIMATING ASSESSMENT METHODS REASSESSMENT FILL DOUBLE SPANS TIMBER DRY GRANULAR DENSITY SECONDARY...
Journal Articles
A REVIEW OF THE UK MASONRY ARCH ASSESSMENT METHODS.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (3): 305–315.
Published: 01 August 1997
...T G HUGHES; M J BLACKLER; MEXE © Thomas Telford and ICE 1997 WALES UNIVERSITY CARDIFF MOTT MACDONALD MASONRY ARCHES ASSESSMENT METHODS BRIDGES LOADS PROCEDURE EXPERIMENTS FAILURES MECHANISMS ANALYSIS CARRYING CAPACITY MEXE PINNED ELASTIC CRACKING DATA SELECTION...
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
.... The curves for the beams repaired with epoxy resins (EP1 and EP2) exhibited a sharp decrease in the load after a very low deflection of about 2 mm, indicating an early rip-off failure. However, an extended deflection of the beam without attendant change in the load-carrying capacity was indicated...
Journal Articles
A METHOD OF INCREASING ARCH BRIDGE CAPACITY ECONOMICALLY.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1996) 116 (1): 109–115.
Published: 01 February 1996
...C A FAIRFIELD; D A PONNIAH; MEXE; ARCHIE; BOUSSINESQ © Thomas Telford and ICE 1996 NAPIER UNIVERSITY EDINBURGH UNIVERSITY MEXE BALFOUR BEATTY BRIDGES ARCHES CAPACITY INCREASING METHODS ECONOMIC BITUMINOUS ROADS PAVEMENTS OVERLAYS LOADS CARRYING MASONRY ANALYSIS...
Journal Articles
STRENGTH IN SHEAR OF CONCRETE BEAMS WITH EXPOSED REINFORCEMENT.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (2): 176–185.
Published: 01 May 1995
... of the load carrying capacity of reinforced concrete beamsweakened by the removal of concrete around the tension reinforcementwhile under structural repair. Notation U. shear span obfeam A, cross-sectionalarea of concrete A, cross-sectionalarea of tensionreinforcement A, cross-sectional areaof fully bonded...
Journal Articles
DESIGN CONSIDERATIONS OF PARTIALLY ENCASED COMPOSITE COLUMNS.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (1): 75–82.
Published: 01 February 1994
...Y M HUNAITI; B ABDEL FATTAH; A B FATTAH; NEWMARK; BS 5400 Design considerationsof partially encased composite columns Y.M. Hunaiti, BSc, MEng, PhD, and B. Abdel Fattah,BSc, MSC,PhD Proc. Insh Ciu. Engrs Structs d? Bldgs, 1994, 108, Feb., 75-82 Structural Board Paper 10315 H The load-carrying...
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
... based investigationindicate that the proposed solution could albseo applicable to earthquake-resistant structures. where f ;is the splitting tensile strengtohf concrete, andfy is the yield strength of the reinforcement. 6. In the investigation carried out byKemp and Mukherejee. the full flexural...
Journal Articles
MEMBRANE ACTION IN ONE-WAY SLAB STRIPS.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (4): 419–428.
Published: 01 November 1992
...E H LAHLOUH; P WALDRON; ANSYS Membrane action in one-way slab strips E.-H. Lahlouh, BSc,PhD, and P. Waldron,BSc,PhD, DIC, MICE,MIStructE Proc. Instn Ciu. Engrs Structs & Bldgs, 1992.94, Nov., 419-428 Poper 9891 B The Paperpresents the results of laboratory tests carried out on three concrete slab...
