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| Analisis Mod× | Analisis Kebolehpercayaan Statistik× | |
|---|---|---|
| Bidang≠ | Pembuatan | Kebolehpercayaan |
| Keluarga≠ | Process / pipeline | Regression model |
| Tahun asal≠ | 1975 | 1998 |
| Pengasas≠ | Clough, R. W., Penzien, J. | William Meeker & Luis Escobar |
| Jenis≠ | Computational method for structural dynamics | Parametric lifetime modeling |
| Sumber perintis≠ | Clough, R. W., & Penzien, J. (1975). Dynamics of Structures. McGraw-Hill. ISBN: 0-07-011394-7 | Meeker, W. Q., & Escobar, L. A. (1998). Statistical Methods for Reliability Data. Wiley. ISBN: 978-0-471-14328-4 |
| Alias≠ | Eigenvalue analysis, Frequency response analysis, Natural frequencies | Life Data Analysis, Survival Analysis (Engineering), Time-to-Failure Analysis, Güvenilirlik Analizi |
| Berkaitan≠ | 4 | 3 |
| Ringkasan≠ | Modal analysis is a computational and experimental method for determining the natural frequencies and associated mode shapes of a mechanical structure. By decomposing structural vibration into its fundamental modes (natural oscillation patterns), engineers can predict resonance frequencies, assess dynamic response to external forces, and design structures to avoid problematic vibrations. Developed rigorously by Clough and Penzien in their foundational work on structural dynamics, modal analysis is essential for designing robust mechanical systems. | Statistical reliability analysis models the time-to-failure of components, systems, or products using parametric lifetime distributions fitted to observed or censored failure data. Formalized comprehensively by William Q. Meeker and Luis A. Escobar in their 1998 Wiley monograph, the framework integrates maximum likelihood estimation, censoring mechanisms, and distributional diagnostics to produce probability-of-failure curves, hazard rates, and quantile estimates that support design, warranty, and maintenance decisions. |
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