| 000 | 03706nam a22005415i 4500 | ||
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| 001 | 978-0-387-68184-9 | ||
| 003 | DE-He213 | ||
| 005 | 20250710084006.0 | ||
| 007 | cr nn 008mamaa | ||
| 008 | 100301s2007 xxu| s |||| 0|eng d | ||
| 020 |
_a9780387681849 _a99780387681849 |
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| 024 | 7 |
_a10.1007/978-0-387-68184-9 _2doi |
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| 082 | 0 | 4 |
_a620.1 _223 |
| 100 | 1 |
_aOhsaki, Makoto. _eeditor. |
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| 245 | 1 | 0 |
_aStability and Optimization of Structures _h[recurso electrónico] : _bGeneralized Sensitivity Analysis / _cedited by Makoto Ohsaki, Kiyohiro Ikeda. |
| 264 | 1 |
_aBoston, MA : _bSpringer US, _c2007. |
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| 300 |
_aXVI, 269 p. _bonline resource. |
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| 336 |
_atext _btxt _2rdacontent |
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| 337 |
_acomputer _bc _2rdamedia |
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| 338 |
_arecurso en línea _bcr _2rdacarrier |
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| 347 |
_atext file _bPDF _2rda |
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| 490 | 1 |
_aMechanical Engineering Series, _x0941-5122 |
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| 505 | 0 | _aGeneralized Sensitivity of Nonlinear Elastic Systems -- to Design Sensitivity Analysis -- Methods of Design Sensitivity Analysis -- Imperfection Sensitivity Analysis -- Optimization Methods for Stability Design -- Optimization Under Stability Constraints -- Optimal Structures Under Snapthrough Constraint -- Shape Optimization of Compliant Mechanisms -- Optimal Braced Frames with Coincident Buckling Loads -- Hilltop Branching Point I: Simple Bifurcation -- Hilltop Branching Point II: Multiple Bifurcations -- Hilltop Branching Point III: Degenerate -- Worst and Random Imperfections -- Worst Imperfection: Asymptotic Theory -- Worst Imperfection: Anti-optimization by LP and QP -- Worst Imperfection for Stable Bifurcation -- Random Imperfections: Theory -- Random Imperfections of Elasto-Plastic Solids -- Random Imperfections: Higher-Order Analysis. | |
| 520 | _aStability and Optimization of Structures: Generalized Sensitivity Analysis is the first book to address issues of structural optimization against nonlinear buckling. Through the investigation of imperfection sensitivity, worst imperfection and random imperfection based on concrete theoretical framework, it is shown that optimization against buckling does not necessarily produce an imperfection-sensitive structure. This book offers the reader greater insight into optimization-based and computer-assisted stability design of finite-dimensional structures. Using the unified approach to parameter sensitivity analysis, it connects studies of elastic stability, computational mechanics and applied mathematics. Optimization based on stability theory is presented and explained, with 140 figures to illustrate applications in the framework of finite element analysis. This book serves as an illustrative introduction for professional structural and mechanical engineers, graduate students in engineering, as well as applied mathematicians in the field. | ||
| 650 | 0 | _aENGINEERING. | |
| 650 | 0 | _aCOMPUTER SCIENCE. | |
| 650 | 0 | _aMATHEMATICAL OPTIMIZATION. | |
| 650 | 0 | _aPHYSICS. | |
| 650 | 0 | _aMECHANICS. | |
| 650 | 0 | _aMECHANICAL ENGINEERING. | |
| 650 | 0 | _aENGINEERING DESIGN. | |
| 650 | 1 | 4 | _aENGINEERING. |
| 650 | 2 | 4 | _aSTRUCTURAL MECHANICS. |
| 650 | 2 | 4 | _aMECHANICS. |
| 650 | 2 | 4 | _aENGINEERING DESIGN. |
| 650 | 2 | 4 | _aCOMPLEXITY. |
| 650 | 2 | 4 | _aCOMPUTATIONAL SCIENCE AND ENGINEERING. |
| 650 | 2 | 4 | _aOPTIMIZATION. |
| 700 | 1 |
_aIkeda, Kiyohiro. _eeditor. |
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| 710 | 2 | _aSpringerLink (Online service) | |
| 773 | 0 | _tSpringer eBooks | |
| 776 | 0 | 8 |
_iPrinted edition: _z9780387681832 |
| 830 | 0 |
_aMechanical Engineering Series, _x0941-5122 |
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| 856 | 4 | 0 |
_uhttp://dx.doi.org/10.1007/978-0-387-68184-9 _zVer el texto completo en las instalaciones del CICY |
| 912 | _aZDB-2-ENG | ||
| 942 |
_2ddc _cER |
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_c57932 _d57932 |
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