... rehabilitation, a secondary system added to an existing structure has probabilistic parameters that can lead to changes in existing uncertainties. In this work, a steel moment frame was rehabilitated with a steel shear wall (SSW). Structural uncertainties were investigated by considering probabilistic variables...

... reserved 2014 composite structures rehabilitation timber structures A_i cross-sectional area of timber or topping b breadth of floor b_i breadth of timber or topping c_p a dimensionless...

... assumed non-linear behaviour for the joint. © 2010 Thomas Telford Ltd 2010 composite structures rehabilitation timber structures d fastener diameter e interlayer thickness F_est estimated maximum load of the joint...

... © 2009 Thomas Telford Ltd 2009 concrete structures seismic engineering rehabilitation A_frp,i cross-sectional area of FRP strip crossing the joint b joint dimension perpendicular to the direction of FRP or joint width...

... by the application of one or more additional layers. concrete structures rehabilitation resins & plastics © 2003 Thomas Telford Ltd 2003 05 02 2001 25 04 2001 The design guidance covers the use of both manufactured composite materials bonded to the concrete surface...

... BONDING DESIGN INSTRUMENTS INSTRUMENTATION DEFLECTION STEEL STRAIN TESTS FAILURES BRITTLE TECHNOLOGY LATERAL CONFINEMENT COMPRESSION ZONES GIRDERS REHABILITATION RESEARCH DEVELOPMENT REPLACEMENT CONSTRUCTION MATERIALS DUCTILITY COMPOSITE © Thomas Telford and ICE 1999...

...M J RYALL BRIDGES BOX GIRDERS CONCRETE PRESTRESSED IN SITU STRESS THEORY APPLICATIONS HARD INCLUSION TECHNIQUES METHODS MEASUREMENT ASSESSMENT INSPECTION PRESTRESS STRESSMETERS INSTRUMENTS INSTRUMENTATION DESIGN ANALYSIS STRUCTURES REHABILITATION FABRICATION MODELS...

...DE MIRANDA BATISTA; E MIRANDA BATISTA; MARTINS DE MIRANDA; L R M D MIRANDA Structural rehabilitation of the Brazilian National Library building E. de Miranda Batista, MSc, DSc, and L. R. Martins de Miranda, MSc, DSc s Corrosion of metals, concrete and cement mortar is one of the main reasons...

... CEMENTITIOUS SILICA CEMENT CURRENTS SPECIMENS DETERIORATION STRENGTH FLEXURAL TESTING TESTS LOADS CARRYING CAPACITY BONDS STEEL MORTAR SILICA FUME CONCRETE PERFORMANCE REHABILITATION REINFORCED CRACKS DUCTILITY RESTORATION Evaluation of repair materials for functional improvement...

... MEXE COMPUTERS FINITE ELEMENTS STRESS DISPERSAL GEOMETRY COSTS INCREASES REHABILITATION FAIRFIELD AND PnNNTA FI condition is used to permit calculationosn different spans, rises, ring thicknesses, and fill depths. The results were correlated and presented in the nomographic form used today...

...I C NEVES; J C VALENTE; F A BRANCO © Thomas Telford and ICE 1995 LISBON TECHNICAL UNIVERSITY FIRES STUDIES CITIES CENTRES HISTORICAL BUILDINGS DESTRUCTION REHABILITATION DAMAGE MODELS NUMERICAL TESTS RISKS ANALYSIS PROPAGATION MATERIALS COMBUSTION SIMULATION...

...J DE BRITO; J D BRITO; F A BRANCO © Thomas Telford and ICE 1994 LISBON TECHNICAL UNIVERSITY PORTUGAL UNIVERSITY STRUCTURES RESEARCH CENTRE CMEST BRIDGES MANAGEMENT POLICIES COSTS ANALYSIS MAINTENANCE REHABILITATION ECONOMICS DECISIONS COST BENEFIT SERVICE LIFE ROADS...

... and the identified, and it was thought that these could columns in their damaged conditionT. he fall from the structure at antyime. assessment process is illustratedin Fig. 6. This 112 REHABILITATION OF FIREDAMAGED STRIJCTIIRE r Fig. 2. Column support detail was undertaken to permiatn earlydecision to allow...

... permeability are de-icing salts. Thework was divided logically reviewed. United Kingdom and European into three areas (Fig. 1): bridge assessment; practice is also discussed. rehabilitation methods; anda methodology for bridge rehabilitation. Theremainder of this Introduction Paper will outline thework...