| 000 | 03387nam a22005655i 4500 | ||
|---|---|---|---|
| 001 | 978-3-031-40508-2 | ||
| 003 | DE-He213 | ||
| 005 | 20251030110822.0 | ||
| 007 | cr nn 008mamaa | ||
| 008 | 231013s2024 sz | s |||| 0|eng d | ||
| 020 |
_a9783031405082 _9978-3-031-40508-2 |
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| 024 | 7 |
_a10.1007/978-3-031-40508-2 _2doi |
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| 050 | 4 | _aTA351 | |
| 072 | 7 |
_aTNK _2bicssc |
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| 072 | 7 |
_aTGMD _2bicssc |
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| 072 | 7 |
_aTEC009020 _2bisacsh |
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_aTNK _2thema |
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| 100 | 1 |
_aDeLuzio, Anthony James. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut _966525 |
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| 245 | 1 | 0 |
_aGeometric Nonlinearity in Structural Behavior _h[electronic resource] : _bEvaluating Analytical Processes / _cby Anthony James DeLuzio. |
| 250 | _a1st ed. 2024. | ||
| 264 | 1 |
_aCham : _bSpringer International Publishing : _bImprint: Springer, _c2024. |
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| 300 |
_aXV, 187 p. 111 illus. _bonline resource. |
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| 336 |
_atext _btxt _2rdacontent |
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| 337 |
_acomputer _bc _2rdamedia |
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| 338 |
_aonline resource _bcr _2rdacarrier |
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| 347 |
_atext file _bPDF _2rda |
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| 490 | 1 |
_aSynthesis Lectures on Engineering, Science, and Technology, _x2690-0327 |
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| 505 | 0 | _aIntroduction -- Linear Behavior -- Structural Safety -- Geometric Nonlinear System -- Lateral Torsional Buckling -- Force Matrix Method–Theory -- Beam-Combined Axial and Uniform Load Linear Analysis -- Classic Seismic Analysis. | |
| 520 | _aThis book provides a fundamental understanding of the analytic process involved in solving complex problems, such as the influence of geometric nonlinearity on buckling, vibration, and second-order displacements. Because the book assumes linear behavior the solution can be evaluated using matrix math. Computer software, however, must be used to account for possible nonlinear material behavior due to the local yielding of the members that would result in changes to the elements of the stiffness matrix. Hence the computer solution must be iterative. The number of iterations and the iteration interval may be set manually by the user or internally by the software which can affect the solution. In addition, this book Maximizes understanding of the fundamentals of geometric nonlinear behavior and the P-Δ effect Introduces the influence of geometric nonlinearity on Buckling, Vibration and second order displacements Explains derivation of closed form Matrix Equations to evaluate2nd order displacements of geometric nonlinear structures. | ||
| 650 | 0 | _aStatics. | |
| 650 | 0 |
_aMultibody systems. _966046 |
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| 650 | 0 |
_aVibration. _966047 |
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| 650 | 0 | _aMechanics, Applied. | |
| 650 | 0 |
_aBuildings _xDesign and construction. |
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| 650 | 1 | 4 | _aMechanical Statics and Structures. |
| 650 | 2 | 4 |
_aMultibody Systems and Mechanical Vibrations. _966048 |
| 650 | 2 | 4 | _aEngineering Mechanics. |
| 650 | 2 | 4 | _aBuilding Construction and Design. |
| 710 | 2 | _aSpringerLink (Online service) | |
| 773 | 0 | _tSpringer Nature eBook | |
| 776 | 0 | 8 |
_iPrinted edition: _z9783031405075 |
| 776 | 0 | 8 |
_iPrinted edition: _z9783031405099 |
| 776 | 0 | 8 |
_iPrinted edition: _z9783031405105 |
| 830 | 0 |
_aSynthesis Lectures on Engineering, Science, and Technology, _x2690-0327 |
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| 856 | 4 | 0 | _uhttps://doi.org/10.1007/978-3-031-40508-2 |
| 912 | _aZDB-2-SXSC | ||
| 999 |
_c56394 _d56394 |
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