Showing 1 - 20 results of 4,293 for search '(((cheers OR (shear OR (cher OR cheen))) OR (ceres OR case)) OR centers)', query time: 0.20s Refine Results
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    Building next generation contact center : a case study of NTUC income. by Chan, Qing Hui., Lin, Shihua., Tan, Siew Chong.

    Published 2008
    “…This paper showcases an award wining contact center of NTUC Income Insurance Co-operative Limited (Income) and features many of its state-of-the-art technological innovations and processes.…”
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    Final Year Project (FYP)
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    Center potential by Tan, Hu Soon

    Published 2023
    “…This paper will discuss the Business Plan and System Requirements Specifications of Center Potential, a mobile application that offers a convenient and efficient solution for connecting parents and tutors, fostering a collaborative learning environment and empowering students to reach their full potential.…”
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    Final Year Project (FYP)
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    Shear strength behavior of cemented soil in direct simple shear by Kanesh Kanaraj Thangaraju.

    Published 2010
    “…The objective of this project is to study the effect of cementation and bonding on the shear strength properties of these soils by conducting direct simple shear tests in the laboratory. …”
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    Final Year Project (FYP)
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    Punching shear strength of reinforced concrete slabs without shear reinforcement by Jin, Ling

    Published 2011
    “…Thus, special attention should be paid when design punching shear capacity. From literature, punching shear capacity could be predicted by various methods including the different code methods, mechanical models, plastic theory and compression field theory. …”
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    Final Year Project (FYP)
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    Truss-arch model for shear strength of shear-critical reinforced concrete columns by Pan, Zuanfeng., Li, Bing.

    Published 2012
    “…Experimental observations on 11 Reinforced Concrete (RC) columns tested at Nanyang Technological University (NTU), and existing experimental data of 79 shear-critical RC columns are presented. Significant arch action is found in columns of small shear span-to-depth ratio and high axial-load ratio under shear force. …”
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    Journal Article
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    Fluctuations of turbulent bed shear stress by Cheng, Nian-Sheng, Law, Adrian Wing-Keung

    Published 2012
    “…With the assumption that the bed shear stress fluctuates in a lognormal fashion, the probability density function PDF of the standardized bed shear stress is derived as a function of the relative shear stress intensity. …”
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    Journal Article
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    Wearable bioadhesive ultrasound shear wave elastography by Liu, Hsiao-Chuan, Zeng, Yushun, Gong, Chen, Chen, Xiaoyu, Kijanka, Piotr, Zhang, Junhang, Genyk, Yuri, Tchelepi, Hisham, Wang, Chonghe, Zhou, Qifa, Zhao, Xuanhe

    Published 2024
    “…In this study, we introduce wearable bioadhesive ultrasound elastography (BAUS-E), which can generate acoustic radiation force impulse (ARFI) to induce shear waves for the continuous monitoring of modulus changes. …”
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    Article
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    Shear annealing of a self-interacting sheet by Funkenbusch, William T, Silmore, Kevin S, Doyle, Patrick S

    Published 2024
    “…Previous computational studies have observed 2D sheets in shear and extensional flows, but have focused on steady flows, even though the dynamics of these materials might exhibit hysteresis. …”
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    Article
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    Modified triaxial apparatus for shearing-infiltration test by Rahardjo, Harianto, Leong, Eng Choon, Wong, J. C., Toll, David G.

    Published 2011
    “…A triaxial apparatus was modified and developed for performing shearing-infiltration tests under saturated and unsaturated conditions. …”
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    Journal Article
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    Shear behaviour of high-strength concrete beams by He, Lihua.

    Published 2008
    “…The rapidly increasing use of high strength concrete as an alternative to the more classical materials (normal strength concrete) requires knowledge by the design engineer of HSC behaviour in shear. The experimental investigation conducted in this project is important to evaluate the current design methods used for shear design of HSC beams, and the theoretical model proposed in this research for reinforced concrete element is capable of predicting not only the ultimate shear strength but also the load-deformation response of concrete elements subjected to in-plane shear and normal stresses.…”
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    Thesis