... 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...

...R P JOHNSON; H YUAN © Thomas Telford and ICE 1998 WARWICK UNIVERSITY OVE ARUP STEEL SHEETING SHEAR STUDS CONNECTORS TROUGHS PROFILED TESTS PUSH RULES DESIGN STATIC RESISTANCE FAILURES MODES STRUCTURES COMPOSITE SLABS PLATES RESEARCH DEVELOPMENT FORMWORK FLOORS...

...R P JOHNSON; H YUAN STEEL SHEETING SHEAR STUDS CONNECTORS TROUGHS PROFILED RULES DESIGN MODELS EQUATIONS THEORY FAILURES MODES STRUCTURES COMPOSITE MODELLING MATHEMATICAL CALIBRATION TRANSVERSE CONCRETE PULL OUT RIBS PUNCHING COMBINED SHANK SPLITTING PARALLEL...

... PROPERTIES WEBS ORTHOGONAL REINFORCEMENT DEFORMATION BEHAVIOUR ULTIMATE LOADS CRACKING FAILURES MODES STEEL TENSION STRAIN RATIOS SPAN TO DEPTH EQUATIONS CRACKS SPLITTING DIAGONAL LIMIT STATE Shear strength of reinforced and prestressed concrete deep beams. Part II: the supporting...

...N K SUBEDI © Thomas Telford and ICE 1998 DUNDEE UNIVERSITY BEAMS CONCRETE REINFORCED DEEP CONTINUOUS TWO SPAN SPANS STRUCTURAL BEHAVIOUR SHEAR DEPTH WEBS RATIOS MODES FAILURES CRACKS PLATES CRUSHING TESTS PREDICTION ULTIMATE LOADS METHODS ANALYSIS FORCES...

... 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...

... BEHAVIOUR RINGS BEARINGS ELEMENTS SPANDRELS WALLS STONE BRICKS MATERIALS MODES SNAP THROUGH SHEAR COMPRESSION UK A review of the UK masonry arch assessment methods T. G. Hughes, BSc, PhD, MICE, and M. J. Blackler, BE, PhD Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Aug., 305...

...R P OJDROVIC; M S ZARGHAMEE; CHARPY © Thomas Telford and ICE 1997 SIMPSON GUMPERTZ & HEGER SAC JOINT VENTURE STRUCTURAL ENGINEERS ASSOCIATION CALIFORNIA EARTHQUAKES STEEL FRACTURE MOMENTS CONNECTIONS BRITTLE FRAMES FAILURES MODES WELDS DEFECTS TOUGHNESS TESTING...

... FREQUENCIES FINITE ELEMENTS MODELS MODELLING BEHAVIOUR ANALYSIS IMPULSES LOADS RESONANT SEPARATION VIBRATIONS MODES SHAPE EFFECT SPANDRELS WALLS GRANULAR BACKFILL FILL EXTRADOS DEFECTS DETECTION VOIDS CROWNS FREQUENCIES FUNCTIONS FRF STRUCTURAL INTEGRITY STRUCTURES MONITORING...

...C Q LI © Thomas Telford and ICE 1996 MONASH UNIVERSITY STRUCTURES TIME DEPENDENT SYSTEMS RELIABILITY STRUCTURAL COMPUTATION MATERIALS RESISTANCE DETERIORATION FAILURES MODES FORMULATION L1 when the upcrossing concept is introduced for each structural component, and when...

... ROTATION CURVES STRENGTH RESISTANCE MODES FAILURES RIGID RIGIDITY ROTATIONAL STIFFNESS PREDICTION BEAMS DEPTH Verifying the performancoef standard ductile connections for Proc. lnstn Civ. Engrs Structs & Bldgs. 1995,110, Nov., 441-451 semi-continuous steel frames B. Bose,BSc(Eng),PhD, CEng...

... TENSILE STRESS LOADS CRACKS STRENGTHENING ANISOTROPIC REINFORCEMENT UPPER BOUNDS LOWER BOUNDS ULTIMATE CAPACITY MODES THEORY STRESS SHEAR FLEXURAL ONE WAY BONDING STRAIN BENDING SECTIONS CROSS SECTIONS Prediction of peeling failureof reinforced concrete beams with Proc. Instn Civ...

... BEHAVIOUR LOADS DEFLECTION FAILURES MODES DESIGN CONSTRUCTION CRACKING RESISTANCE Proc. Insin Civ. Engrs Strucis & Bldgs, 1995,110, Aug., 308-321 Flat slabs with fibreor link reinforcement at slab-column Structural and Building Board connections Structural Panel Paper I0789 B. P. Hughes, PhD, DSc...

...Y K CHEUNG; A K H KWAN; X L LU © Thomas Telford and ICE 1993 HONG KONG UNIVERSITY CONCRETE SHEAR TESTS SIMULATION CONNECTING BEAMS REINFORCED WALLS SLIT BEHAVIOUR SPANS DEPTH RATIOS REINFORCEMENT LOADS DEFLECTION CHARACTERISTICS CRACKS PATTERNS FAILURES MODES...

...P S CHANA; BS 8110 © Thomas Telford and ICE 1993 IMPERIAL COLLEGE CONCRETE RESEARCH & INNOVATION CENTRE CONCRETE SLABS FLAT PREFABRICATED SHEAR REINFORCEMENT SYSTEMS REINFORCED LINK HOOPS BARS ASSEMBLY PUNCHING STANDARDS FAILURES MODES COLUMNS RINGS SHEARHOOPS...

...J CAIRNS; Z ZHAO © Thomas Telford and ICE 1993 HERIOT WATT UNIVERSITY CONCRETE BEAMS BEHAVIOUR EXPOSED REINFORCEMENT CORROSION DETERIORATION REINFORCED EXPOSURE STRUCTURAL TESTS NUMERICAL MODELLING FAILURES MODES FLEXURE SHEAR STRENGTH LOSS MODELS PREDICTION...

... place uniformly over the test specimen. with an accuracyof 0.1 mm. 24. Deflectionandrotation. Figure 7 Discussion of results 20. Load-carrying capacity and failure modes. The conventionallyreinforcedtest specimen failed at a loadinglevel of 82.8 kN, represents the load-deflection relationships...

... MODES FAILURES STRUCTURAL LOADS LOADING RESPONSES CRACKING ULTIMATE STRENGTH REINFORCEMENT CONSTRUCTION FLEXURE BEARING DIAGONAL SPLITTING FLEXURAL SHEAR COMPRESSION STIFFENERS ENDS COLUMNS CRUSHING MECHANISMS Slender reinforced concretfelanged beams: experimental work Proc...

... ACTION ONE WAY SLABS STRIP LABORATORIES TESTS CONCRETE WALLS SUBASSEMBLIES COMPRESSIVE NON LINEAR THREE DIMENSIONAL MATHEMATICS MODELS STRENGTH LOADS ENHANCEMENT STEEL ULTIMATE CAPACITY CARRYING AXIAL RESTRAINED INSTRUMENTATION STRAIN GAUGES CRACKS CRACKING FAILURES MODES...

...Y DAOU; B HOBBS © Thomas Telford and ICE 1992 SHEFFIELD UNIVERSITY EXPERIMENTAL INVESTIGATIONS POST TENSIONED BRICKWORK FINS WALLS MODELS BEHAVIOUR EXPERIMENTS TESTS CANTILEVER LINEAR SCALE RATIOS LOADS DEFLECTION UNBONDED BARS TENDONS MODES FAILURES PRESTRESSING...