...Sithija A. Abeysinghe, BSc (Eng); Hiran D. Yapa, BSc (Eng), PhD Concrete half-joint beams (HJB) are characterised by local reductions in the overall beam depth at the support and are ideal for structural connections. However, the beam joint region is vulnerable to deterioration and design/detailing...

...C H PARK; A S NOWAK; A R FLINT; P C DAS BRIDGES GIRDERS STEEL MODELS RELIABILITY TIME VARIATIONS TIME VARYING RATES DETERIORATION CORROSION FATIGUE SPANS SLABS THICKNESS EXPOSURE CALCULATIONS WHOLE LIFE PERFORMANCE MOMENTS SHEAR PROFILES FAILURES PROBABILITY LOADS...

... RESPONSES LOADS LASERS AMBIENT WIND BRICKWORK MASONRY INSTRUMENTS INSTRUMENTATION ASSESSMENT STRUCTURAL DECORATIVE HISTORIC BUILDINGS DETERIORATION VORTEX VORTICES SHEDDING PALACE OF WESTMINSTER PARLIAMENT LONDON UK Non-destructive dynamic testing of stone pinnacles...

...A P GARDNER; C J TUCKER; H P WEBBER © Thomas Telford and ICE 1998 WEATHERALL GREEN & SMITH PARLIAMENTARY WORKS DIRECTORATE RESTORATION EXTERNAL STONEWORK ROOFS CAST IRON MASONRY DETERIORATION AIR POLLUTION POLICIES CONSERVATION REPAIRS STONE CLEANING METHODS...

...N R BUENFELD; N M HASSANEIN © Thomas Telford and ICE 1998 IMPERIAL COLLEGE CONCRETE STRUCTURES LIFE PREDICTION NETWORKS NEURAL EXPOSURE DURABILITY IN SERVICE CORROSION STEEL CHLORIDE SERVICE LIFE DETERIORATION PENETRATION BINDING CARBONATION Predicting the life...

...PAM BASHEER; A E LONG © Thomas Telford and ICE 1997 QUEENS UNIVERSITY BELFAST CONCRETE TREATMENT SURFACE PROTECTIVE QUALITY PROTECTION PROPERTIES MATERIALS PENETRATION AGGRESSIVE SUBSTANCES SELECTION PERFORMANCE CLASSIFICATION REINFORCED DETERIORATION STEEL CORROSION...

... indicates the first test). Finally, the fourth character, also a subscript, signifies whether the composite plate is anchored (a) or unanchored (u). For example: 1Au first series 1 beam tested with plate of type A (0·5 90 mm) without anchorage Introduction Concrete structures deteriorate for reasons...

... corrosion in the beams and slabs was accelerated by application of a direct current for various periods of time. The deteriorated specimens were repaired and tested for flexural strength. The results indicate that not all the repair materials are able to restore the original strength of the components...

...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...

...C Q LI; CSIRO © Thomas Telford and ICE 1995 CSIRO CONCRETE REINFORCED STRUCTURES DETERIORATING RELIABILITY ANALYSIS CASE STUDIES DETERIORATION STRUCTURAL MATERIALS RESISTANCE CORROSION STEEL LOADS TIME DEPENDENT FUNCTIONS MEMBERS SYSTEMS A case study...

... DETERIORATION TESTS COMPRESSION STEEL LOADS DEFLECTION BARS NOMINAL DISCUSSION Behaviour of concrete beams with exposed reinforcement Proc. Instn Civ. Engrs Structs & Bldgs, 1994, 104, Aug., 351-355 1.Cairns and 2.Zhao Structural and Building Board Structural Panel J. R. Eyre and M.-A. Nokhasteh...

...A E K JONES; L A CLARK © Thomas Telford and ICE 1994 BIRMINGHAM UNIVERSITY CONCRETE ALKALI SILICA REACTIONS ASR THEORY CRACKS WIDTH EXPANSION ESTIMATING DETERIORATION PRESTRESS REINFORCEMENT TESTS PREDICTION METHODS ANALYSIS MIX MATERIALS ANGLES...

...J CAIRNS © Thomas Telford and ICE 1993 HERIOT WATT UNIVERSITY CONCRETE LOADS RELIEF REPAIRS STRUCTURAL REINFORCED BEAMS CORROSION REINFORCEMENT DETERIORATION BARS REPLACEMENT FAILURES EXPERIMENTS TENSION BEHAVIOUR ANALYSIS NUMERICAL MODELS TESTS STRENGTH METHODS...

...G AKHRAS; S H C FOO; TRUSS © Thomas Telford and ICE 1993 CANADA ROYAL MILITARY COLLEGE BUILDINGS INSPECTION REPAIRS TRUSSES TIMBER WARREN KNOWLEDGE BASED METHODS GRAPHICS HANGARS ROOFS SUPPORTS DETERIORATION MAINTENANCE COMPUTERS PROGRAMS PURLINS DATABASES EXPERT...

...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...

...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...

...R E MELCHERS; A W PAGE © Thomas Telford and ICE 1992 NEWCASTLE UNIVERSITY EARTHQUAKES CITIES DAMAGE SEISMOLOGY SEISMIC RISKS ANALYSIS BEHAVIOUR BUILDINGS DETERIORATION MASONRY COLLAPSE FAILURES NEWCASTLE NEW SOUTH WALES AUSTRALIA The Newcastle earthquake R...