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Titlebook: Unilateral Problems in Structural Analysis IV; Proceedings of the f G. Piero,F. Maceri Conference proceedings 1991 Birkh?user Verlag Basel

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發(fā)表于 2025-3-28 15:16:31 | 只看該作者
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發(fā)表于 2025-3-28 21:05:49 | 只看該作者
Józef Joachim Telegatrepreneurial effectiveness of the doctrines of 16 Christian.This book explores how religious doctrines influence launching a new venture. It examines 16 Christian denominations and 9 world religions and how they would reasonably be expected to apply more than 20 distinct doctrines each to entrepren
43#
發(fā)表于 2025-3-29 02:05:48 | 只看該作者
Guo Zhong-heng,Wang Shuxunaufsichtigung des Religionsunterrichts erfolgt durch die gesetzlich anerkannten Kirchen und Religionsgesellschaften. Dem Staat steht die oberste Leitung und Aufsicht des gesamten Schulwesens zu. Die Legitimierung des Religionsunterrichts hat ihre Basis vor allem im Grundrecht auf Religionsfreiheit u
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發(fā)表于 2025-3-29 03:29:20 | 只看該作者
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發(fā)表于 2025-3-29 08:47:12 | 只看該作者
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發(fā)表于 2025-3-29 15:48:22 | 只看該作者
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發(fā)表于 2025-3-29 22:38:19 | 只看該作者
Shape Optimization in Unilateral Boundary Value Problems,) problems, one looks for the response of a structure subjected to given forces (for details see e.g. [5]). In optimal shape design problems, we try to identify a shape of a structure, response of which is as close as possible to designer’s ideas. In contact problems one of the possible required cri
49#
發(fā)表于 2025-3-30 03:17:06 | 只看該作者
Dynamics of Rigid Bodies with Dry Friction and Partially Elastic Collisions,elastic. The application in view is the motion of a collection of balls enclosed between walls and coming into contact with each other. A double time scale argument is evoked to justify the law governing shocks. It is observed that constraints are .. A numerical method is proposed and some computed
50#
發(fā)表于 2025-3-30 04:19:10 | 只看該作者
Calculation of the Evolution of the Form of a Railway Wheel Profile Through Wear, development of the profile of the wheels in the Amsterdam Metro, and a satisfactory agreement is achieved. In ordinary railway lines the agreement is essentially worse, since we did not take into account the wear due to flanging.
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