| 000 | 02906cam a2200709 i 4500 | ||
|---|---|---|---|
| 001 | ocn844074293 | ||
| 003 | OCoLC | ||
| 005 | 20171106102318.0 | ||
| 006 | m o d | ||
| 007 | cr ||||||||||| | ||
| 008 | 130520s2013 si ob 001 0 eng | ||
| 010 | _a 2013020411 | ||
| 020 |
_a9781118649916 _q(ePub) |
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| 020 |
_a1118649915 _q(ePub) |
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| 020 |
_a9781118649909 _q(Adobe PDF) |
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| 020 |
_a1118649907 _q(Adobe PDF) |
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| 020 |
_a9781118649923 _q(MobiPocket) |
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| 020 |
_a1118649923 _q(MobiPocket) |
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| 020 |
_a9781118649893 _q(electronic bk.) |
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| 020 |
_a1118649893 _q(electronic bk.) |
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| 020 |
_z9781118649886 _q(cloth) |
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| 020 | _a1118649885 (cloth) | ||
| 020 | _a9781118649886 (cloth) | ||
| 029 | 1 |
_aAU@ _b000051090730 |
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| 029 | 1 |
_aCHBIS _b010441810 |
|
| 029 | 1 |
_aCHVBK _b334083753 |
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| 029 | 1 |
_aNZ1 _b15341769 |
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| 029 | 1 |
_aDEBBG _bBV043395922 |
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| 035 |
_a(OCoLC)844074293 _z(OCoLC)961603871 _z(OCoLC)962577612 |
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| 040 |
_aDLC _beng _erda _epn _cDLC _dYDX _dN$T _dDG1 _dE7B _dYDXCP _dCUI _dOCLCF _dOCLCQ _dOCLCO _dCOO _dOCLCO _dDEBBG |
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| 042 | _apcc | ||
| 049 | _aMAIN | ||
| 050 | 0 | 0 | _aTA492.G5 |
| 072 | 7 |
_aTEC _x063000 _2bisacsh |
|
| 082 | 0 | 0 |
_a624.1/82015157248 _223 |
| 100 | 1 | _aShen, Hui-Shen. | |
| 245 | 1 | 2 |
_aA two-step perturbation method in nonlinear analysis of beams, plates, and shells / _cHui-Shen Shen. _h[electronic resource] |
| 264 | 1 |
_aSingapore : _bWiley, _c[2013] |
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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 | 0 | _aInformation security series | |
| 504 | _aIncludes bibliographical references and index. | ||
| 588 | 0 | _aPrint version record and CIP data provided by publisher. | |
| 650 | 0 |
_aGirders _xMathematical models. |
|
| 650 | 0 |
_aShells (Engineering) _xMathematical models. |
|
| 650 | 0 |
_aPlates (Engineering) _xMathematical models. |
|
| 650 | 0 |
_aDeformations (Mechanics) _xMathematical models. |
|
| 650 | 0 | _aPerturbation (Mathematics) | |
| 650 | 7 |
_aTECHNOLOGY & ENGINEERING _xStructural. _2bisacsh |
|
| 650 | 7 |
_aDeformations (Mechanics) _xMathematical models. _2fast _0(OCoLC)fst00889784 |
|
| 650 | 7 |
_aGirders _xMathematical models. _2fast _0(OCoLC)fst00942830 |
|
| 650 | 7 |
_aPerturbation (Mathematics) _2fast _0(OCoLC)fst01058905 |
|
| 650 | 7 |
_aPlates (Engineering) _xMathematical models. _2fast _0(OCoLC)fst01066793 |
|
| 650 | 7 |
_aShells (Engineering) _xMathematical models. _2fast _0(OCoLC)fst01115741 |
|
| 655 | 4 | _aElectronic books. | |
| 655 | 7 |
_aElectronic books. _2local |
|
| 776 | 0 | 8 |
_iPrint version: _aShen, Hui-Shen. _tTwo-step perturbation method in nonlinear analysis of beams, plates, and shells. _dSingapore : John Wiley & Sons Singapore Pte. Ltd., [2013] _z9781118649886 _w(DLC) 2013014723 |
| 856 | 4 | 0 |
_uhttp://onlinelibrary.wiley.com/book/10.1002/9781118649893 _zWiley Online Library |
| 942 |
_2ddc _cBK |
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| 999 |
_c206766 _d206766 |
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