Hot-Flash
发表于 2025-3-25 04:48:16
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Salivary-Gland
发表于 2025-3-25 08:13:07
https://doi.org/10.1057/9780230244535e mean out-crossing rate can be used to compute an upper bound to the failure probability. The method can account for system stochasticity and can be extended to multi-degree-of-freedom systems. Three systems are investigated: a linear oscillator, a duffing oscillator, and a hysteretic oscillator.
Pde5-Inhibitors
发表于 2025-3-25 11:59:10
https://doi.org/10.1007/978-1-349-13384-0w many civil engineers who would qualify papers of this type simply as “not understandable,” as “scientific humbug,” or as “not relevant for the every day design work.” I think that only a small group of engineers would recognize the relevance of this type of studies and understand the link between
淘气
发表于 2025-3-25 17:52:16
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rods366
发表于 2025-3-25 21:54:54
https://doi.org/10.1007/978-981-13-7697-9ge to have these prominent engineers and researchers read the paper so carefully and prepare detailed comments that have indeed helped us improve our method and extend its scope of application. We have learned that a method that was originally developed for application to earthquake engineering prob
同谋
发表于 2025-3-26 03:00:59
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NAVEN
发表于 2025-3-26 05:05:22
Varieties of Mathematical ExperienceThe main paper gives a model for the initiation and development of scour holes in the Eastern-Scheldt Barrier. The . of scour holes is modelled as a Poisson process. The . of these holes, once started, is modelled as a gamma process. This review addresses how well the Poisson and gamma processes model scour erosion at the Eastern-Scheldt Barrier.
偏狂症
发表于 2025-3-26 11:09:17
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consent
发表于 2025-3-26 16:28:13
Reaserch in the Company of the Future,First, I would like to thank the three discussants for their interesting comments, questions, and suggestions.
忘川河
发表于 2025-3-26 18:22:17
The Comparative Embryology of SpongesThe authors proposed a new method for predicting the frequency of extreme river levels, a method based on physical knowledge of river dynamics including the Chezy equation for discharge and water input from tributaries.