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chees » cheers (Expand Search), cheese (Expand Search), cheeks (Expand Search)
sheers » sheets (Expand Search), sheer (Expand Search), shears (Expand Search)
cher » chern (Expand Search), chen (Expand Search), chee (Expand Search)
beams » beam (Expand Search)
bear » besar (Expand Search), year (Expand Search), near (Expand Search)
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Creep mitigation in Sn–Ag–Cu composite solder with Ni-coated carbon nanotubes
Published 2013Get full text
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Journal Article -
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Erasure temperature measurements of heat assisted magnetic recording media
Published 2015Get full text
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Journal Article -
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Cost-effectiveness of MRI targeted biopsy strategies for diagnosing prostate cancer in Singapore
Published 2022Get full text
Journal Article -
291
Development of a protein nanoparticle platform for targeting EGFR expressing cancer cells
Published 2015Get full text
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Journal Article -
292
Robust delivery of RIG-I agonists using extracellular vesicles for anti-cancer immunotherapy
Published 2022Get full text
Journal Article -
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16.01-04 Unified Engineering I, II, III, & IV, Fall 2003-Spring 2004
Published 2004Subjects: Get full text
Learning Object -
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Experiment and analysis of a hybrid composite post-tension plate girder
Published 2024“…They are typically made up of built-up sections in the shape of I-beams. Web and flange plates withstand shear force and bending moment, respectively. …”
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Article -
298
Stability of laminated composites with delaminations
Published 2010“…Furthermore, in order to examine the buckling phenomena of moderately thick composite beam, three different collections of expressions designated as FSDT methods 1, 2 and 3 are presented to compute three separate sets of values for the effective flexural stiffness, effective shear modulus and shear correction factor in the first-order shear deformation beam theory. …”
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Thesis -
299
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) -
300
Seismic behavior of interior concretebeam-column joints with non-seismic and limited seismic detailing
Published 2009“…Column main bars lap spliced within plastic hinge regions were detrimental. The beams and columns were not severely damaged while shear failure formed in the joints. …”
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Final Year Project (FYP)