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This experimental study primarily focuses on the joint shear strength of full scale size exterior concrete beam-column joint reinforced internally with glass fibre reinforced polymer (GFRP) reinforcements under monotonically increasing load on beams keeping constant load on columns. Four series...
Recent terrorist events have underscored the importance of designing glass curtain walls as engineered systems. Glass panels which shatter in the explosion produce high velocity fragments, the cause of majority of injuries in such incidents. Glass curtain walls with protective films have proven...
Response surface methodology with Box-Benhken (BB) design of experiment approach has been utilised to study the mechanism of interface slip damping in layered and jointed tack welded beams with varying surface roughness. The design utilises the initial amplitudes of excitation, tack length and...
The circumstances leading to the collapse of the WTC Towers were described in numerous publications before but quantification of possible mechanisms published so far remains very limited. The basic observation is that columns of a 110-story building were weakened, over a relatively short segment...
In this paper, a three dimensional finite element model of three slabs has been developed for structural evaluation of ultra-thin whitetopping (UTW). In this 3D finite element modelling, UTW of 100 mm thick overlay on 100 mm thick hot mix asphalt (HMA) pavement resting on a well compacted...
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