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201
Experiment and analysis of a hybrid composite post-tension plate girder
Published 2024“…Web and flange plates withstand shear force and bending moment, respectively. However, plate girders are vulnerable to shear buckling. …”
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202
MouthIO: Fabricating Customizable Oral User Interfaces with Integrated Sensing and Actuation
Published 2024“…MouthIO consists of an SLA-printed brace that houses a flexible PCB within a bite-proof enclosure positioned between the molar teeth and inner cheeks. Our MouthIO design and fabrication technique enables makers to customize the oral user interfaces in both form and function at low cost. …”
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Rheological properties of calcium silicate‐filled isotactic polypropylene
Published 2002“…The composites followed the power law in shear stress versus shear rate variations and were shear thinning. …”
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205
Location Selection for Beekeeping in Optimizing Honey Production using Linear Programming Model (S/O 14038)
Published 2020“…Meliponiculture is an activity of raising stingless bees to obtain bee products, mainly honey. Honey production by bees varies depending on various factors which also affect its amount and quality. …”
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Monograph -
206
Analysis of bedload transport in laminar flows
Published 2012“…Bedload transport generally depends on the bed shear stress and Reynolds number. Many studies conducted for the condition of turbulent flows have revealed the dependence of the transport rate on the bed shear stress, while knowledge of the Reynolds number effect on the transport rate is very limited. …”
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Modelling and integrating of experimental analysis for predicting the parameters of kenaf fibre-reinforced concrete beam-column joint
Published 2024“…Deep learning could predict precisely concrete structure parameters. The shear spacing could be increased by 25% to 50%. Concrete strength influences all these characteristics. …”
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210
Design and implementation of energy management system for smart building management system
Published 2015“…Moreover, the data transmission in the system is realized by ZigBee wireless technology and it’s very expensive. …”
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Final Year Project (FYP) -
211
"Fly with me"
Published 2013“…This animation short explores the unlikely friendship between a baby Tyrannosaurus Rex and a bumble bee. Two very different creatures in nature, yet, something beautiful blossoms between them when the bumblebee saves the T-Rex from impending doom which the bumble bee indirectly causes.…”
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Final Year Project (FYP) -
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The first twisted-wing parasitoid in Eocene amber from north-eastern China (Strepsiptera: Myrmecolacidae)
Published 2015Journal article -
214
Experimental studies on the behaviour of non_seismically detailed reinforced concrete column
Published 2010“…Post earthquake and experimental research have shown that old reinforced concrete structures which are designed based on non-seismic details are vulnerable to shear failure during earthquakes. Shear failure can lead to a reduction in building lateral strength, change in inelastic deformation mechanism and loss of axial load-carrying capacity. …”
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Final Year Project (FYP) -
215
Probabilistic classification criterion for failure modes of reinforced concrete columns
Published 2022“…The accuracy and applicability of available flexure and shear strength models were scrutinized first to calculate the ratio of shear demand to shear strength (m). …”
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Journal Article -
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Seismic behavior of reinforced concrete columns with lightly transverse reinforcement
Published 2009“…Shear degradation of a reinforced concrete column leads to a reduction in axial strength of the column. …”
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Final Year Project (FYP) -
218
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Stabilization of soft clay soil by the reinforcement of single bottom ash silica fume (BASF) column
Published 2024“…The important parameter, shear strength was accessed by conducting the Unconfined Compression Test (UCT). …”
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220
Impact of structural eurocodes on steel and composite structures
Published 2014“…It is found that the flexural buckling resistance, web bearing and buckling resistance and lateral-torsional buckling resistance determined from Eurocodes 3 and 4 are much larger than those from BS5950. However, for shear buckling resistance of plated structures, Eurocode 3 produced a lower value compared to BS5950, and for shear resistance of headed stud, Eurocode 4 produced a lower value compared to BS5950-3.1.…”
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Journal Article