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Titlebook: Understanding Planning Tasks; Domain Complexity an Malte Helmert Book 2008 Springer-Verlag Berlin Heidelberg 2008 Bernhard Nebel.PDDL.algor

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發(fā)表于 2025-3-25 05:13:10 | 只看該作者
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發(fā)表于 2025-3-25 18:23:06 | 只看該作者
Malte Helmert but specifically exempts slabs and footings from the requirement (Section 11.5.5.1). Where the Code term “structural slabs” is used, as in the provision that the minimum reinforcement in the direction of span shall be that required for temperature and shrinkage (Sections 7.12 and 10.5.4), the requi
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發(fā)表于 2025-3-25 20:08:10 | 只看該作者
Malte Helmertrch methods for the controlled synthesis and assembly of crystalline materials, and detection and characterization of functional motifs. Furthermore, practical applications for materials such as photoelectric conversion materials, nonlinear optical materials, laser and fluorescent crystal materials,
26#
發(fā)表于 2025-3-26 00:26:10 | 只看該作者
Malte Helmert are. required, given a load source, to find the magni- The book has features that the authors believe tude of the applied loads and decide upon a set it apart from other books on wood structural grade of wood. Given a floor plan, the student design. One of these is an abundance of solved may be required to d978-1-4613-6827-4978-1-4615-4082-3
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發(fā)表于 2025-3-26 12:12:25 | 只看該作者
Malte Helmerther hand of new, efficient computational procedures. In this context it is important to stress the fact that the increase in sophistication of the load models must not be traded off by simplifying the mechanical models. This is even more important when solutions to practical, i.e. real world problem
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發(fā)表于 2025-3-26 15:08:24 | 只看該作者
Malte Helmerto estimate the impact of possible disruptions on performance in the pro-active stage?.How to generate efficient and effective stabilization and recovery policies?.When does one failure trigger an adjacent set of failures?.Which supply chain structures are particular sensitive to ripple effect?.How t
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發(fā)表于 2025-3-26 18:57:06 | 只看該作者
Malte Helmerthe cross-wind excitation of chimneys by vortex shedding is calculated in the CICIND model applying a negative aerodynamic damping to incorporate the motion induced forces, and a bandwidth factor to account for the reduction of the lift force spectrum caused by wind turbulence. Contrarily, the Euroco
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