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1001
Stiffness of RC columns with hollow section
Published 2016“…It was observed that the latter three parameters play significant roles in flexural stiffness. The shear stiffness component was studied in details and an equation was proposed based upon the continuum truss model for cracked elastic shear stiffness with constant crack angles. …”
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Final Year Project (FYP) -
1002
Numerical study on reinforced concrete beam-column frames in progressive collapse
Published 2013“…Thirdly, a component-based mechanical model is proposed to simplify two dimensional RC beam-column joints, where three types of components are considered, viz., the bond-slip component, shear-panel component and interfacial shear component. …”
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Thesis -
1003
Development of a learning system for robot control
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Final Year Project (FYP) -
1004
Enhanced symmetries in minimally-twisted three-dimensional supersymmetric theories
Published 2024“…We demonstrate this in a range of examples, including $N = 4$ Yang-Mills theories and superconformal Chern-Simons theories, describing how the symmetries are implemented at the level of local operators.…”
Journal article -
1005
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1006
ATM broadband network multilevel control
Published 2008“…By simulation, the effect of this new multilevel control leaky bucket scheme is studied, evaluated and compared to the conventional leaky bucket scheme in terms of average cell inter-departure time, cell delay, burstiness of traffic at the output of the leaky bucket and the potential cell loss rate when the spacing defined in the spacer and the token generation rate are changed.…”
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Thesis -
1007
Semantic text analytic services on the cloud
Published 2013“…Text Analytics has applications in many areas. However, when Big Data is involved, there is a need to implement Text Analytic Services on the Cloud, due to the limitations of individual machines. …”
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Final Year Project (FYP) -
1008
Processing and early age properties of 3D printed sustainable concrete
Published 2020“…Cohesion values can be obtained through the use of Direct Shear Test (DST) which is a test civil engineers used on soil. …”
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Final Year Project (FYP) -
1009
Control of manufacturing systems : the DYNWIP policy for production management
Published 2014“…In addition, experimental results also indicate that under certain circumstances the proposed new policy provides better performance when compared to other control policies.…”
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Thesis -
1010
Failure mode classification for reinforced concrete members using data-driven approaches
Published 2023“…This study aims to classify images of reinforced concrete (RC) structures by examining characteristic crack patterns associated with specific failure modes in RC columns, beams, and walls. Post-classification, shear strength equations are employed to determine the shear force to predicted shear strength ratio (m), utilizing various parameters obtained from the collected database. …”
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Final Year Project (FYP) -
1011
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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Article -
1012
Stress investigation on crack tip plastic zone - part II: sub-interface crack and crack in layered materials
Published 2011“…The values of plastic zone size, normal stress and shear stress are pre-determined by satisfying the conditions that both Mode I and Mode II stress intensity factors vanish and the Von Mises yield criterion is met. …”
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Final Year Project (FYP) -
1013
Fundamental Bound on Topological Gap
Published 2024“…Applications of our theory to infrared absorption near topological band inversion, magnetic circular dichroism in Chern insulators, and topological gap in moiré materials are demonstrated.…”
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Article -
1014
A carbuncle cure for the Harten-Lax-van Leer contact (HLLC) scheme using a novel velocity-based sensor
Published 2022“…A hybrid numerical flux scheme is proposed by adapting the carbuncle-free modified Harten-Lax-van Leer contact (HLLCM) scheme to smoothly revert to the Harten-Lax-van Leer contact (HLLC) scheme in regions of shear. This hybrid scheme, referred to as the HLLCT scheme, employs a novel, velocity-based shear sensor. …”
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Journal Article -
1015
StudentGO web application
Published 2023“…It would also strongly promote a community of students who help each other when in need.…”
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Final Year Project (FYP) -
1016
Behaviour of reinforced concrete columns under reversed cyclic loading in non principal directions
Published 2008“…The objectives of the research project includes: 1) To understand failure mechanism and corresponding flexural and shear capacities of RDC columns under different direction of reversed cyclic lateral loading. 2) To understand the effect of RC column orientation to the loading direction and axial loads on the flexural and shear failure mechanism.…”
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Thesis -
1017
Strength improvement by surcharge and vacuum preloading
Published 2023“…This study used Kaolin as the sample material to examine the impact of vacuum and surcharge preloading on the undrained shear strength and soil-water characteristic curve of fine-grained soil. …”
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Final Year Project (FYP) -
1018
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1019
Impact Tip Speed Ratio in Performance Analysis for Horizontal Axis Wind Turbine (HAWT) with Optimal Twist and Tapered (OPT) Blade Shape
Published 2024“…From the RESULT, TSR 6 shows the best HAWT performance when Cp for inlet velocity 8 m/s is 0.2608.…”
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Article -
1020
Seismic performance of RC structural squat walls with limited transverse reinforcement
Published 2010“…In the last three decades, extensive research works has been conducted to assess the validity of the design provisions of EC8 and ACI 318 for cyclic shear in reinforced concrete (RC) structural walls with low aspect ratios. …”
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Thesis