...Eşref Nasıroğlu; Muneeb Jadallah; Adem Doğangün; Murat Öztürk Shrinkage-induced vertical shortening in reinforced concrete ( RC ) columns and shear walls of high-rise buildings was investigated through staged-construction analyses using the fib Model Code 1990 implemented in two structural...

...-box ratio (>0.8), meeting EFNARC standards. The SCGPC mix with 1% ST fibres and 12 M molarity exhibited a compressive strength of 96.83 MPa, tensile strength of 4.89 MPa and water absorption of 2.1–3.5%. ST fibres reduced drying shrinkage by 11% (603 microstrain as opposed to 677...

... © Thomas Telford and ICE 1997 WOOLLONGONG UNIVERSITY SLABS COMPOSITE PROFILED SUPPORTED SIMPLY BEHAVIOUR LOADS SERVICE LONG TERM TIME DEPENDENT FLOORS SYSTEMS BUILDINGS BRIDGES DECKS CONSTRUCTION CREEP SHRINKAGE STRAIN TIME DOMAIN DOMAIN TIME METHODS EFFECTIVE...

... BLEED SHRINKAGE FLOW DISCONTINUOUS INTERNAL DUCTS SEGMENTAL STRUCTURES ROADS LINK SPANS SUPERSTRUCTURES PRECAST UNITS HIGHWAYS CONSTRUCTION TENDONS MATERIALS PRODUCTION CONTROL PLANT WATER TESTING WASHING OUT COLD WEATHER RECORDS MIX TAFF VIADUCT BUTETOWN LINK ROAD...

...M A M HERZOG © Thomas Telford and ICE 1992 RAPID PRELIMINARY ANALYSIS ARCHES DAMS MODIFIED TANKS THEORY EDGES PERTURBATION SIMPLIFIED METHODS STATIC BEHAVIOUR PREDICTION SHELLS THEORY LOADING DEAD WEIGHT WATER PRESSURE CONCRETE SHRINKAGE TEMPERATURE VARIATIONS...

...M A BRADFORD; R I GILBERT © Thomas Telford and ICE 1992 NEW SOUTH WALES UNIVERSITY TIME DEPENDENT STRESS DEFORMATION PROPPED COMPOSITE BEAMS STEEL CONCRETE SAGGING BENDING EFFECTIVE MODULUS METHODS MODELS MODELLING CREEP SHRINKAGE BEHAVIOUR STRAIN PREDICTION...

...H D WRIGHT; J L VITEK; S N RAKIB © Thomas Telford and ICE 1992 STRATHCLYDE UNIVERSITY CZECH TECHNICAL UNIVERSITY PRAGUE WALES UNIVERSITY COLLEGE CARDIFF LONG TERM CREEP SHRINKAGE COMPOSITE BEAMS PARTIAL CONNECTIONS LOADS TESTS WEIGHT LIGHTWEIGHT DEFORMATION SLABS SHEAR...