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Titlebook: Mechanical Behaviour of Soils Under Environmentallly-Induced Cyclic Loads; Claudio Prisco,David Muir Wood Book 2012 CISM Udine 2012 comput

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發(fā)表于 2025-3-25 07:03:58 | 只看該作者
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發(fā)表于 2025-3-25 18:40:59 | 只看該作者
25#
發(fā)表于 2025-3-25 21:05:00 | 只看該作者
Mark F. Randolphirus (HSV) and varicella zoster virus (VZV) demonstrated the potential of drug therapy in the management of viral infections. The subsequent development of the nucleoside analogue ganciclovir, and its prodrug valganciclovir, provided effective antiviral therapy against human cytomegalovirus (CMV) in
26#
發(fā)表于 2025-3-26 02:35:14 | 只看該作者
Mark F. Randolphny fungal species. Globally, emerging and re-emerging fungal infections have become a substantial concern. While technology has increased life expectancy, risk factors for fungal infection have subsequently increased. Pathogens have new opportunities to cause human disease due to novel immunosuppres
27#
發(fā)表于 2025-3-26 07:09:37 | 只看該作者
Mark F. Randolphirus (HSV) and varicella zoster virus (VZV) demonstrated the potential of drug therapy in the management of viral infections. The subsequent development of the nucleoside analogue ganciclovir, and its prodrug valganciclovir, provided effective antiviral therapy against human cytomegalovirus (CMV) in
28#
發(fā)表于 2025-3-26 09:20:55 | 只看該作者
29#
發(fā)表于 2025-3-26 13:57:48 | 只看該作者
Mathematical Models for Transient, Dynamic and Cyclic Problems in Geotechnical Engineering,f a marine foundation to forces induced by tides). In the case of geomaterials, and more specifically soils, there are cases where the problem is linear, such as the small amplitude vibrations of foundations, while in others, such as liquefaction of an earth dam during an earthquake, non linearity is a key factor.
30#
發(fā)表于 2025-3-26 19:27:22 | 只看該作者
Discretization Techniques for Transient, Dynamic and Cyclic Problems in Geotechnical Engineering: Snt a simple technique which can be used for elastic or viscoplastic materials assuming that the wave is planar in the neighbourhood of the boundary. Finally, we will present some applications to cyclic and dynamic problems.
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