决定性 发表于 2025-3-23 10:57:13
M. R. Corboz,S. T. Ballardncreasingly on aggregate industry, country, or world output. One can gain further insight, relying upon a convenient example (Helpman E, Krugman PR, .. MIT Press, Cambridge, MA, 1985) and the tractable, parametric map approach for global analysis. It turns out apparently unknown in the literature, h确认 发表于 2025-3-23 14:39:42
http://reply.papertrans.cn/64/6324/632337/632337_12.png疯狂 发表于 2025-3-23 18:13:40
C. A. Dawson,S. H. Audi,J. H. Linehan Gossen HH, ., F. Vieweg und Sohn, Braunschweig, 1854. His book was written in German but was neglected even by German scholars. Eventually the greatest of all economic theorists, Léon Walras (J des Economistes 30:68–90 and 260–261. Walras’ article was later published (in slightly abridged form) inlegacy 发表于 2025-3-23 23:53:34
http://reply.papertrans.cn/64/6324/632337/632337_14.pngexhibit 发表于 2025-3-24 06:19:36
http://reply.papertrans.cn/64/6324/632337/632337_15.png玉米棒子 发表于 2025-3-24 08:02:09
http://reply.papertrans.cn/64/6324/632337/632337_16.pngfoliage 发表于 2025-3-24 11:28:22
http://reply.papertrans.cn/64/6324/632337/632337_17.png错 发表于 2025-3-24 17:21:18
lated and the total number of active constraints equals . + 1..This paper is closely related to results obtained by Jongen, Jonker and Twilt concerning more general one-parameter smooth optimization problems in ℝ . with finitely many (in-)equality constraints. In fact, when restricting ourselves toinconceivable 发表于 2025-3-24 20:14:49
U. Wagner,P. von Wichert the tunneling between two different vacua take place. In the first lecture (Sec. 2 below), I shall work out a simple example describing the vacuum tunneling in a two-dimensional ϕ. field theory. In the next lecture (Sees. 3 and 4), I shall work out the vacuum tunneling associated with the simplest真实的人 发表于 2025-3-25 02:37:06
B. Robertson,S. Schürchincluding 13 different options of warm mix asphalt with 0–50% reclaimed asphalt. The asphalt mixtures differed in amount of used reclaimed asphalt (RA) 0/11 mm (0%, 30% and 50%), the gradation of used paving grade bitumen (50/70,70/100) and warm mix asphalt additives or used techniques. In asphalt m