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Large Deviations, Moment Problems, and Sum Rules

為了解決Zürich, Switzerland的問題，作者Gamboa, Fabrice,Nagel, Jan,Rouault, Alain 這樣論述：

The De Gruyter Series in Probability and Stochastics is devoted to the publication of high-level monographs and specialized graduate texts in any branch of modern probability theory and stochastics, along with their numerous applications in other parts of mathematics, physics and informatics, in

economics and finance, and in the life sciences. The aim of the series is to present recent research results in the form of authoritative and comprehensive works that will serve the probability and stochastics community as basis for further research.Editorial BoardItai Benjamini, Weizmann Institute

of Science, IsraelJean Bertoin, Universität Zürich, SwitzerlandMichel Ledoux, Université de Toulouse, FranceRené L. Schilling, Technische Universität Dresden, Germany

Zürich, Switzerland進入發燒排行的影片

運用主成份分析法於工具機切削振動研究

為了解決Zürich, Switzerland的問題，作者黃柏豪 這樣論述：

工具機加工時有許多要克服的難點，其中之一就是機械振動，振動導致加工物件表面品質粗糙度不一，現今科技發展下，有許多感測器可以針對振動進行數據地擷取及分析。此次論文主要針對判斷振動訊號對於表面加工品質的相對應關係，透過改變轉速值進行切削實驗，搭配智慧預測診斷系統(Prediction Diagnosis Performance System)和顫振偵測系統(Chatter Pro)收集機台振動訊號，將取得訊號進行處理與分析，和量測加工後工件表面粗糙度數值。 實驗中採用同種刀具(四刃銑刀)，以及同種加工材料(6061鋁材)進行表面銑削加工，並在固定進給的情況，透過10組不同轉速進行實

驗，實驗過程中擷取振動數據進行提取分析，於數據中取得35個特徵值進行主成份分析，獲得資料分布圖，同時採用表面粗度儀將加工材料加工後表面粗糙度進行數據量測，與資料分布圖進行比對。 本次實驗將收集實際加工工件表面之振動數據進行比較，在不同轉速收集10組數據(每組重複實驗加工5次)，透過銑削實際結果得知加工中是否發生顫振，並將加工後鋁塊透過表面粗糙度儀器和顯微鏡儀器進行表面數據量測，確認有發生顫振與無發生顫振的表面數據差異，再經由主成份分析法將振動數據進行特徵萃取後分佈圖可以得知，有發生顫振的分佈圖會產生第二離散群組，以此判斷數據分析結果當工具機加工時振動訊號狀態可以透過主成份分析法初步評斷工

件表面是否出現異常，未來亦可於實際加工中，在特定的製程加工條件下，原先需由現場人員照料設備狀態，可以透過軟體訊號作為評判加工中工件表面是否有異常的依據之一，搭配機聯網結合手機進行通知，可減少人力安排照顧。

Charming Colorwork Socks: 25 Delightful Knit Patterns for Colorful, Comfy Footwear

為了解決Zürich, Switzerland的問題，作者Stone, Charlotte 這樣論述：

Charlotte Stone is the knitwear designer behind Stone Knits. Well-known in the knitting community for her colorful and creative sock patterns, her patterns have been featured in Laine magazine and by Interweave, KnitHacker and Mother Knitter, among others. Originally from the United Kingdom, Charlot

te currently lives in Zürich, Switzerland.

利用DDA-MPS數值分析法模擬地滑引致湧浪之研究

為了解決Zürich, Switzerland的問題，作者翁凱光 這樣論述：

ABSTRACT Extreme weathers induced by global climate changes can trigger extraordinary landslides by multiple mechanisms such as intense rainfall, gradual glacial melting, significant groundwater level change, terrible stream erosion, huge vegetation loss and many other intense geological, enviro

nmental, hydrological, seismic, artificial reasons. These unusual landslides near streams, rivers, dams, etc. can generate mega waves and huge inundations to surrounding and downstream areas which can lead to tragedies, loss of lives and infrastructure damages. The famous 1958 Lithuya Bay tsunami in

Alaska, USA caused by a large-scale subaerial landslide generated 524m mega wave which is the world’s highest tsunami wave well recorded in history. The catastrophic 1963 Vajont giant subaerial landslide-induced mega waves with 245m wave run-up height triggered at Vajont dam, Erto e Casso, Italy wh

ich tragically killed about 2500 lives. In 1998, a submarine landslide-induced impulsive waves occurred at Sissano Lagoon, North Coast, Papua New Guinea with 15m peak wave run-up elevation and over 2200 deaths. Moreover, a recent 2015 Tann Fjord landslide at Icy Bay, Alaska, USA produced impulsive w

aves about 193m in maximum run-up wave elevation. These historical events warn us the disastrous large-scale landslides can happen not only in lands but also underwater areas and related consequences of giant and immense waves can cause tragic disaster events with terrible casualties. Therefore, the

study on the landslide-induced mega waves becomes popular and plays an important role in the disaster mitigations and managements. This study emphasizes on the landslide-induced mega waves and related maximum wave run-up. Discontinuous Deformation Analysis (DDA) method offers great effectiveness

in solving of engineering problems including landslides and related hazards. Moving Particle Semi-implicit (MPS) method provides special solutions in fluid dynamic problems including incompressible flows. Combination of these two methods can lead a solution to the typical solid-fluid interaction re

lated problems. A recent coupling 2D DDA-MPS method is successfully developed and is ready to challenge the upcoming solid-fluid interaction related problems. The classical validation tests for both particular methods such as block-sliding test of single DDA method and dam-break test of single MPS m

ethod, and for the coupled method such as landslide-generated waves test are implemented and investigated step by step to achieve the final goal of the case studies of past event validation tests in the Taan Fjord landslide area in Alaska, USA and future event prediction scenarios in the potential N

anhua No.1 dip-slope landslide area in Taiwan together with the simulations and validations compared to the analytical solutions, previous studies and empirical formulae by using the coupling DDA-MPS method. As the coupling method is recently developed and new for the studies related with the landsl

ide-induced mega waves, it is an interesting thing to find out the effectiveness, performance and degree of reliability for the simulations, especially for the experimental tests and practical case studies. Thus, challenges and correctness of the coupled DDA-MPS method will be discovered and discuss

ed in this study for the landslide-induced mega waves from the disaster mitigation and prevention aspect.Keywords: Landslide-induced mega waves, Discontinuous Deformation Analysis (DDA), Moving Particle Semi-implicit (MPS), Coupling DDA-MPS method