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Xi Zhao

Researcher at Wuhan University

Publications -  154
Citations -  2258

Xi Zhao is an academic researcher from Wuhan University. The author has contributed to research in topics: Sea ice & Computer science. The author has an hindex of 23, co-authored 129 publications receiving 1617 citations. Previous affiliations of Xi Zhao include Johns Hopkins University & Kansas State University.

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Gallium-Based Liquid Metal Amalgams: Transitional-State Metallic Mixtures (TransM2ixes) with Enhanced and Tunable Electrical, Thermal, and Mechanical Properties

TL;DR: As a class of highly conductive yet editable metallic mixtures, the TransM2ixes demonstrate potential applications in fields like printed and/or flexible electronics and thermal interface materials, as well as other circumstances where the flexibility and conductivity of interfaces and connections are crucial.
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Dramatic inundation changes of China's two largest freshwater lakes linked to the Three Gorges Dam.

TL;DR: Remote sensing, meteorological, and hydrological observations are combined to investigate the potential influence of the Three Gorges Dam on the downstream freshwater lakes of China and appear to be linked to the TGD.
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Prediction of Customer Attrition of Commercial Banks based on SVM Model

TL;DR: Random sampling method is used to improve SVM model, considering the imbalance characteristics of customer data sets, and the results show that this method can effectively enhance the prediction accuracy of the selected model.
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Experiments on the global buckling and collapse of built-up cold-formed steel columns

TL;DR: These experiments aim to quantify the effect of two web fastener layouts on composite action for each section size, study member end fixity, observe buckling and collapse behavior, and provide benchmarks for design that includes specific considerations for thin-walled member buckling.
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Experimental study on the composite action in sheathed and bare built-up cold-formed steel columns

TL;DR: In this paper, the authors report on experiments addressing the buckling and collapse behavior of common built-up cold-formed steel (CFS) columns and explicitly explore the effect of sheathing on the response.