...Gerasimos Kotsovos, DiplEng, PhD, CEng; Emmanouil Vougioukas, DiplEng, PhD, CEng; Michael D. Kotsovos, DiplEng, DIC, PhD, DSc, CEng Between 1997 and 2010, there was a small, yet unexpected, number of flat-slab car park buildings that collapsed under service loading. In all the cases, the collapse...

...) between concrete and steel that preceded the unexpected collapse of the top-floor balcony of a building under service load conditions on 15 October 2021 in Athens. Although rare, LoB has also been identified as the cause of collapse of buildings under similar conditions in the UK and Canada. However...

...K H NG; C A FAIRFIELD; A SIBBALD; LUSAS © Thomas Telford and ICE 1999 NAPIER UNIVERSITY BRIDGES ARCHES ANALYSIS MASONRY FINITE ELEMENTS METHODS ASSESSMENT LOADS CARRYING CAPACITY COLLAPSE DEFLECTION EXPERIMENTS STUDIES PARAMETRIC ELASTIC MODULUS STRENGTH COMPRESSIVE...

... PARAMETRIC STUDIES AXIAL LOADS INTERNAL REINFORCED HINGES COLLAPSE MECHANISMS I SECTIONS STEEL SECTIONS METHODS DESIGN JACKETS FINITE ELEMENTS PLASTIC UPPER BOUNDS ANALYSIS MOMENTS CAPACITY UNSTIFFENED FIVE HINGE FAILURES A theoretical model for predicting Proc. Instn Civ. Engrs...

... COLLAPSE MECHANISMS STRUCTURES COMPRESSIVE FLEXURE RULES PRACTICE REINFORCED MEMBERS DUCTILITY STRENGTH LOADS CODES STANDARDS BRITISH Shear assessment of concrete beam-and-slab bridges Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Aug., 264 273 T. J. Ibell, BSc(Eng), PhD, C. T. Morley...

... MSc, PhD, and G. Baker, MSc, DIC, PhD, MASCE This paper concerns the development and implementation of an orthotropic, stress resultant elastoplastic nite-element model for the collapse load analysis of reinforced concrete shells and box beams. The model is based on the accepted rationale of yield...

...A NADJAI; P KIRBY © Thomas Telford and ICE 1998 ULSTER UNIVERSITY SHEFFIELD UNIVERSITY STEEL FRAMES COLLAPSE INFILLED SEMI RIGID CONNECTIONS PANELS RESPONSES FORCES LATERAL LIMIT ANALYSIS DESIGN METHODS STRENGTH STIFFNESS JOINTS BEHAVIOUR MOMENTS ROTATION BEAMS...

..., elastic modulus width of tensiobnand buckling coefficient(fixed edgesupported plate) bucklingcoefficient (simply supported plate) heat affected zone materialsofteningfactor effectsof various typesof damage upon M,, plastic moment capacity of steel flange the collapse behaviourof aluminium plate plastic...

...H R EVANS; AYN LEE; BS 8118; CP 118 © Thomas Telford and ICE 1995 WALES UNIVERSITY CARDIFF GIRDERS PLATES ALUMINIUM DESIGN PROCEDURE METHODS METALS TENSION FIELD PREDICTION COLLAPSE LOADS SAFETY CODES STANDARDS LIMIT STATE PRACTICE FAILURES STIFFENED WEBS...

... horizontadl istancefromthemid-span (a) an examinationof the zones of fill displace- (xlr), dimensionless coordinateof the ith hinge ment W collapse load ( b ) a parametric study of both span to rise W, load at which the ith hinge forms ratio of two (semicircular) arches, and span W, prototypecollapseload z...

... DEFORMATION SEGMENTAL POST TENSIONED PRECAST CORROSION TENDONS DEFLECTION STRUCTURES RISKS HIGHWAYS POST TENSIONING JACKING ANCHORING FAILURES JOINTS CRACKS CRACKING COLLAPSE ASSESSMENT CONCRETE DETECTION PREDICTION BEAMS BONDS DEMOLITION DUCTS GROUTS RHEOLOGY GROUTING INJECTION...

...R A POPE © Thomas Telford and ICE 1994 NATIONAL POWER POWER STATIONS DEFICIENCIES STRUCTURAL COOLING TOWERS NATURAL DRAUGHT FAILURES COLLAPSE WIND LOADING LOADS SHELLS DYNAMIC RESPONSES STRESS TURBULENCE INCIDENT STRUCTURES DESIGN RESEARCH IMPERFECTIONS...

...R A POPE; K P GRUBB; J D BLACKHALL © Thomas Telford and ICE 1994 NATIONAL POWER POWERGEN POWER STATIONS STRUCTURAL DEFICIENCIES COOLING TOWERS NATURAL DRAUGHT SURVEYING APPRAISAL FAILURES COLLAPSE ERRORS DESIGN STRESS ANALYSIS SHELLS SURVEYS CALCULATIONS RISKS...

..., established to 5.30p.m. review the Fiddlers Ferry collapse' concluded 26 April 1994 Power. Theschemes followed assessment that stresses generated within the imperfection of all Central Electricity Generating under dead and windload caused the shell to Written discussion Board (CEGB)towers instigated after...

...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...