000			03751nam a22005175i 4500
001			978-981-13-0086-8
003			DE-He213
005			20220801214649.0
007			cr nn 008mamaa
008			181102s2019 si | s |||| 0|eng d
020			_a9789811300868 _9978-981-13-0086-8
024	7		_a10.1007/978-981-13-0086-8 _2doi
050		4	_aTA349-359
072		7	_aTGMD _2bicssc
072		7	_aSCI096000 _2bisacsh
072		7	_aTGMD _2thema
082	0	4	_a620.105 _223
100	1		_aTakabatake, Hideo. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut _939700
245	1	0	_aSimplified Analytical Methods of Elastic Plates _h[electronic resource] / _cby Hideo Takabatake.
250			_a1st ed. 2019.
264		1	_aSingapore : _bSpringer Nature Singapore : _bImprint: Springer, _c2019.
300			_aXVII, 344 p. 136 illus. _bonline resource.
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
347			_atext file _bPDF _2rda
505	0		_aStatic and Dynamic Analyses of Rectangular Normal Plates -- Static and Dynamic Analyses of Circular Normal Plates -- Static and Dynamic Analyses of Rectangular Normal Plates with Edge Beams -- Static and Dynamic Analyses of Rectangular Plates with Voids -- Static and Dynamic Analyses of Circular Plates with Voids -- Static and Dynamic Analyses of Rectangular Cellular Plates -- Static and Dynamic Analyses of Circular Cellular Plates -- Static and Dynamic Analyses of Rectangular Plates with Stepped Thickness -- Static and Dynamic Analyses of Rectangular Plates with Stepped Thickness Subjected to Moving Loads -- Static and Dynamic Analyses of Rectangular Floating Plates Subjected to Moving Loads -- Effects of Dead Loads on Static and Dynamic Analyses of Rectangular Plates -- Effects of Dead Loads on Static and Free Vibration Problems of Beams -- Effects of Dead Loads on Dynamic Problems of Beams -- Refined Plate Theory in Bending Problem of Uniform Rectangular Plates.
520			_aThis book presents simplified analytical methodologies for static and dynamic problems concerning various elastic thin plates in the bending state and the potential effects of dead loads on static and dynamic behaviors. The plates considered vary in terms of the plane (e.g. rectangular or circular plane), stiffness of bending, transverse shear and mass. The representative examples include void slabs, plates stiffened with beams, stepped thickness plates, cellular plates and floating plates, in addition to normal plates. The closed-form approximate solutions are presented in connection with a groundbreaking methodology that can easily accommodate discontinuous variations in stiffness and mass with continuous function as for a distribution. The closed-form solutions can be used to determine the size of structural members in the preliminary design stages, and to predict potential problems with building slabs intended for human beings’ practical use.
650		0	_aMechanics, Applied. _93253
650		0	_aSolids. _93750
650		0	_aBuildings—Design and construction. _932147
650		0	_aGeotechnical engineering. _94958
650	1	4	_aSolid Mechanics. _931612
650	2	4	_aBuilding Construction and Design. _932148
650	2	4	_aGeotechnical Engineering and Applied Earth Sciences. _931829
710	2		_aSpringerLink (Online service) _939701
773	0		_tSpringer Nature eBook
776	0	8	_iPrinted edition: _z9789811300851
776	0	8	_iPrinted edition: _z9789811300875
856	4	0	_uhttps://doi.org/10.1007/978-981-13-0086-8
912			_aZDB-2-ENG
912			_aZDB-2-SXE
942			_cEBK
999			_c76606 _d76606