| 000 | 03227cam a2200661Ia 4500 | ||
|---|---|---|---|
| 001 | ocn865333128 | ||
| 003 | OCoLC | ||
| 005 | 20171105084539.0 | ||
| 006 | m o d | ||
| 007 | cr cnu---unuuu | ||
| 008 | 131214s2013 nju ob 001 0 eng d | ||
| 020 |
_a9781118577646 _q(electronic bk.) |
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| 020 |
_a1118577647 _q(electronic bk.) |
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| 020 |
_a9781118577554 _q(electronic bk.) |
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| 020 |
_a1118577558 _q(electronic bk.) |
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| 020 | _z9781118577639 | ||
| 020 | _z1118577639 | ||
| 020 |
_z9781848214217 _q(hbk.) |
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| 020 |
_z1848214219 _q(hbk.) |
||
| 029 | 1 |
_aCHBIS _b010441775 |
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| 029 | 1 |
_aCHVBK _b334086930 |
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| 029 | 1 |
_aDEBBG _bBV043396408 |
|
| 029 | 1 |
_aDEBSZ _b431578982 |
|
| 035 |
_a(OCoLC)865333128 _z(OCoLC)864851649 |
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| 040 |
_aEBLCP _beng _epn _cEBLCP _dIDEBK _dDG1 _dN$T _dCDX _dYDXCP _dE7B _dCNSPO _dCOO _dOCLCO _dOCLCQ _dOCLCO _dDEBSZ _dS4S _dOCLCF _dOCLCO _dDEBBG _dOCLCQ _dOCLCO |
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| 049 | _aMAIN | ||
| 050 | 4 |
_aTL152 _b.L384 2013 |
|
| 072 | 7 |
_aTEC _x009000 _2bisacsh |
|
| 082 | 0 | 4 |
_a629.2042 _222 |
| 100 | 1 | _aLuongo, Angelo. | |
| 245 | 1 | 0 |
_aMathematical models of beams and cables / _cAngelo Luongo, Daniele Zulli. _h[electronic resource] |
| 260 |
_aHoboken : _bWiley, _c2013. |
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| 300 | _a1 online resource (379 pages). | ||
| 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 | _aISTE | |
| 504 | _aIncludes bibliographical references and index. | ||
| 505 | 0 | _aA one-dimensional beam metamodel -- Straight beams -- Curved beams -- Internally constrained beams -- Flexible cables -- Stiff cables -- Locally-deformable thin-walled beams -- Distortion-constrained thin-walled beams. | |
| 520 | _aNonlinear models of elastic and visco-elastic onedimensional continuous structures (beams and cables) are formulated by the authors of this title. Several models of increasing complexity are presented: straight/curved, planar/non-planar, extensible/inextensible, shearable/unshearable, warpingunsensitive/ sensitive, prestressed/unprestressed beams, both in statics and dynamics. Typical engineering problems are solved via perturbation and/or numerical approaches, such as bifurcation and stability under potential and/or tangential loads, parametric excitation, nonlinear dynamics and aeroelasticity. | ||
| 588 | 0 | _aPrint version record. | |
| 650 | 0 |
_aStructural analysis (Engineering) _xMathematical models. |
|
| 650 | 0 | _aGirders. | |
| 650 | 0 | _aCables. | |
| 650 | 4 | _aCables. | |
| 650 | 4 | _aGirders. | |
| 650 | 4 |
_aStructural analysis (Engineering) _xMathematical models. |
|
| 650 | 7 |
_aTECHNOLOGY & ENGINEERING _xEngineering (General) _2bisacsh |
|
| 650 | 7 |
_aCables. _2fast _0(OCoLC)fst00843631 |
|
| 650 | 7 |
_aGirders. _2fast _0(OCoLC)fst00942818 |
|
| 650 | 7 |
_aStructural analysis (Engineering) _xMathematical models. _2fast _0(OCoLC)fst01135610 |
|
| 655 | 4 | _aElectronic books. | |
| 700 | 1 | _aZulli, Daniele. | |
| 776 | 0 | 8 |
_iPrint version: _aLuongo, Angelo. _tMathematical models of beams and cables. _dHoboken : Wiley, 2013 _z9781848214217 _z1848214219 _w(OCoLC)859185617 |
| 830 | 0 | _aISTE. | |
| 856 | 4 | 0 |
_uhttp://onlinelibrary.wiley.com/book/10.1002/9781118577554 _zWiley Online Library |
| 942 |
_2ddc _cBK |
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| 999 |
_c207138 _d207138 |
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