... on adjustable props with pins `permanently' attached to them by chains. The results show that the inherent factor of safety is reduced, especially on shorter props, when the shear pin is inserted to its fullest depth, up to the point where the chain is attached to the pin. This is because the strength...

... 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...

...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...

... plates increase the ultimate capacity of beams but reduce ductility. Bonded plates are effective in carr ying increased proportions of internal moment couples beyond yield of internal reinforcement. Ultimate capacity falls with reducing plate aspect ratio and beam shear span/depth ratio; shear type...

... MODULUS RELAXATION PROCEDURE NUMERICAL INTEGRATION MEMBERS STUDIES PARAMETRIC CROSS SECTIONS CRACKED UNCRACKED SPANS DEPTH RATIOS STRESS DEFLECTION MEASUREMENT CODES STANDARDS CONCRETE STEEL MOMENTS STRENGTH EFFECT Long-term service-load behaviour of simply supported pro led...

... 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...

...CHUANG POON HWEI; C P HWEI; KONG SIA KEONG; K S KEONG; BS 8110; EC 2 © Thomas Telford and ICE 1995 NANYANG TECHNOLOGICAL UNIVERSITY CONCRETE COLUMNS LOADS FAILURES SLENDER REINFORCED METHODS NUMERICAL PREDICTION BENDING EXPERIMENTS LENGTH DEPTH RATIOS ECCENTRICITY...

... limited number of para- fill d e p t h over the arch. Hinge patterns meters. Model tests incorporating mucohf the are identified for various loadpositions real structure can be usedto investigate a wide a n d fill depths. Theinteractions observed range of parameters. This Paper describes a between fill...

...B P PRITCHARD © Thomas Telford and ICE 1994 W S ATKINS BRIDGES DECKS HAUNCHED SUCKER VARIATIONS DEPTH HEADROOM OBSTACLES MULTISPAN CONTINUOUS HAUNCHES BENDING MOMENTS RISE REDUCTION STRESS ENVELOPES SAVINGS WEIGHT MOTORWAYS OVERBRIDGES PRINCIPLES ROADS...

... SINGLE MARKET REINFORCEMENT SPANS DEPTH RATIOS SLABS LIMITS DRAFTING QUALITY STRUCTURES STRUCTURAL UK EUROPE Draft Eurocode 2 Is this the futureof concrete design? A . N. Beal, BSc, MICE, MIStructE EPnrogcr.sInSstrtnucCtsiv&. Bldgs, 1!393,99, NOV., 377-385 Structural Board Paper 10264...

...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...

...R A M WATKINS; A P PITT JONES; A P P JONES © Thomas Telford and ICE 1993 HARRIS & SUTHERLAND HONG KONG HOUSING DEPARTMENT CONCRETE CARBONATION DETERIORATION REINFORCED DURABILITY MODELS SITES DATA PREDICTION DEPTH RATES CARBON DIOXIDE HOUSES CORES AGE STRENGTH...

...M RAOOF; Y P HUANG; YU PING HUANG © Thomas Telford and ICE 1992 SOUTH BANK UNIVERSITY SIMPLE METHODS ESTIMATING SHEATHS SPIRAL STRANDS BENDING CHARACTERISTICS PLANE SECTIONS STIFFNESS FREE HYDROSTATICS PRESSURE CABLES DEEPWATER WATER DEPTH HYSTERESIS ENERGY...