拖累 发表于 2025-3-21 19:24:33
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Seismic Performance of Tuned Mass Dampers with Uncertain Parameters,stic excitation modeling the earthquake, and the inherent uncertainty of internal parameters of the damping device and the subsoil. Modeling the excitation by a continuous-time stochastic process the structure-damper system can be described by a linear system of stochastic differential equations. ThMalaise 发表于 2025-3-22 07:17:59
Sensitivity and Reliability Analysis of Engineering Structures: Sampling Based Methods,. It starts with an introduction to the generation of multi-dimensional random quantities. Next, spatially distributed random properties, e.g., material or geometrical properties in continuum mechanics, are modeled as random fields. Approximations to random fields by means of Karhunen–Loève expansio母猪 发表于 2025-3-22 11:15:19
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Concrete Structures Subjected to Fire Loading: From Thermo-Mechanical Modeling of Strain Behavior or this project, a consortium consisting of three scientific partners (Vienna University of Technology, University of Innsbruck, University of Natural Resources and Life Sciences, Vienna) and eight industrial partners (ÖBB-Infrastruktur AG, ASFINAG, Wiener Linien, Arge Bautech, VÖZFI, Büro Dr. Lindlb遭受 发表于 2025-3-22 17:46:04
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