000 | 05068cam a2200637Ii 4500 | ||
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001 | ocn897466849 | ||
003 | OCoLC | ||
005 | 20171026075957.0 | ||
006 | m o d | ||
007 | cr cnu---unuuu | ||
008 | 141204s2014 enk o 001 0 eng d | ||
020 |
_a9781118984444 _qelectronic bk. |
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020 |
_a1118984447 _qelectronic bk. |
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020 |
_a9781118984437 _qelectronic bk. |
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020 |
_a1118984439 _qelectronic bk. |
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020 | _z9781848216389 | ||
020 | _z1848216386 | ||
029 | 1 |
_aAU@ _b000054319028 |
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029 | 1 |
_aNZ1 _b15921652 |
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029 | 1 |
_aGBVCP _b815185634 |
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029 | 1 |
_aDEBBG _bBV042987757 |
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029 | 1 |
_aDEBBG _bBV043397349 |
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035 | _a(OCoLC)897466849 | ||
040 |
_aN$T _beng _erda _epn _cN$T _dN$T _dIDEBK _dYDXCP _dCDX _dDG1 _dOCLCF _dDEBBG _dEBLCP |
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049 | _aMAIN | ||
050 | 4 | _aTA645 | |
072 | 7 |
_aTEC _x009020 _2bisacsh |
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082 | 0 | 4 |
_a624.170151 _223 |
100 | 1 |
_aIlanko, Sinniah, _eauthor. |
|
245 | 1 | 4 |
_aThe Rayleigh-Ritz method for structural analysis / _cSinniah Ilanko, Luis E. Monterrubio ; with editorial assistance from Yusuke Mochida. _h[electronic resource] |
264 | 1 |
_aLondon : _bISTE ; Hoboken, NJ : Wiley, _c2014. |
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300 | _a1 online resource. | ||
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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490 | 1 | _aMechanical engineering and solid mechanics series | |
500 | _aIncludes index. | ||
505 | 0 | _aTitle page; Copyright; Preface; Introduction and Historical Notes; 1 Principle of Conservation of Energy and Rayleigh's Principle; 1.1. A simple pendulum; 1.2. A spring-mass system; 1.3. A two degree of freedom system; 2 Rayleigh's Principle and its Implications; 2.1. Rayleigh's principle; 2.2. Proof; 2.3. Example: a simply supported beam; 2.4. Admissible functions: examples; 3 The Rayleigh-Ritz Method and Simple Applications; 3.1. The Rayleigh-Ritz method; 3.2. Application of the Rayleigh-Ritz method; 4 Lagrangian Multiplier Method; 4.1. Handling constraints | |
505 | 8 | _a4.2. Application to vibration of a constrained cantilever5 Courant's Penalty Method Including Negative Stiffness and Mass Terms; 5.1. Background; 5.2. Penalty method for vibration analysis; 5.3. Penalty method with negative stiffness; 5.4. Inertial penalty and eigenpenalty methods; 5.5. The bipenalty method; 6 Some Useful Mathematical Derivations and Applications; 6.1. Derivation of stiffness and mass matrix terms; 6.2. Frequently used potential and kinetic energy terms; 6.3. Rigid body connected to a beam; 6.4. Finding the critical loads of a beam | |
505 | 8 | _a7 The Theorem of Separation and Asymptotic Modeling Theorems7.1. Rayleigh's theorem of separation and the basis of the Ritz method; 7.2. Proof of convergence in asymptotic modeling; 7.3. Applicability of theorems (1) and (2) for continuous systems; 8 Admissible Functions; 8.1. Choosing the best functions; 8.2. Strategy for choosing the functions; 8.3. Admissible functions for an Euler-Bernoulli beam; 8.4. Proof of convergence; 9 Natural Frequencies and Modes of Beams; 9.1. Introduction; 9.2. Theoretical derivations of the eigenvalue problems | |
505 | 8 | _a9.3. Derivation of the eigenvalue problem for beams9.4. Building the stiffness, mass matrices and penalty matrices; 9.5. Modes of vibration; 9.6. Results; 9.7. Modes of vibration; 10 Natural Frequencies and Modes of Plates of Rectangular Planform; 10.1. Introduction; 10.2. Theoretical derivations of the eigenvalue problems; 10.3. Derivation of the eigenvalue problem for plates containing classical constraints along its edges; 10.4. Modes of vibration; 10.5. Results; 11 Natural Frequencies and Modes of Shallow Shells of Rectangular Planform | |
505 | 8 | _a11.1. Theoretical derivations of the eigenvalue problems11.2. Frequency parameters of constrained shallow shells; 11.3. Results and discussion; 12 Natural Frequencies and Modes of Three-Dimensional Bodies; 12.1. Theoretical derivations of the eigenvalue problems; 12.2. Results; 13 Vibration of Axially Loaded Beams and Geometric Stiffness; 13.1. Introduction; 13.2. The potential energy due to a static axial force in a vibrating beam; 13.3. Determination of natural frequencies; 13.4. Natural frequencies and critical loads of an Euler-Bernoulli beam | |
588 | 0 | _aPrint version record. | |
650 | 0 |
_aStructural analysis (Engineering) _xMathematics. |
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650 | 0 | _aResonant vibration. | |
650 | 7 |
_aTECHNOLOGY & ENGINEERING / Civil / General _2bisacsh |
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650 | 7 |
_aResonant vibration. _2fast _0(OCoLC)fst01095620 |
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650 | 7 |
_aStructural analysis (Engineering) _xMathematics. _2fast _0(OCoLC)fst01135611 |
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655 | 4 | _aElectronic books. | |
700 | 1 |
_aMonterrubio, Luis E., _eauthor. |
|
700 | 1 |
_aMochida, Yusuke, _econtributor. |
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776 | 0 | 8 |
_iPrint version: _aIlanko, Sinniah, author. _tRayleigh-Ritz method for structural analysis _z9781848216389 _w(OCoLC)892870220 |
830 | 0 | _aMechanical engineering and solid mechanics series. | |
856 | 4 | 0 |
_uhttp://onlinelibrary.wiley.com/book/10.1002/9781118984444 _zWiley Online Library |
942 |
_2ddc _cBK |
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999 |
_c207782 _d207782 |