000			03829naaaa2200517uu 4500
001			https://directory.doabooks.org/handle/20.500.12854/44280
005			20220220090550.0
020			_a978-2-88919-870-2
020			_a9782889198702
024	7		_a10.3389/978-2-88919-870-2 _cdoi
041	0		_aEnglish
042			_adc
100	1		_aIzuru Takewaki _4auth
245	1	0	_aCritical Earthquake Response of Elastic-Plastic Structures and Rigid Blocks under Near-Fault Ground Motions: Closed-Form Approach via Double Impulse
260			_bFrontiers Media SA _c2016
300			_a1 electronic resource (64 p.)
506	0		_aOpen Access _2star _fUnrestricted online access
520			_aThis eBook is the second in a series of books on the critical earthquake response of elastic-plastic structures or rigid blocks under near-fault ground motions, and includes four original research papers which were published in the specialty section Earthquake Engineering in ‘Frontiers in Built Environment’. Several extensions of the first book1 are included here. The first article is on the soil-structure interaction problem. The reduction of an original soil-structure interaction model into a single-degree-of-freedom (SDOF) model enables the application of the original theory for an SDOF model to such complicated soil-structure interaction model. The second article is concerned with the extension of the original theory for an SDOF model to a 2DOF model. Since the simple application of the original theory for an SDOF model to a multi-degree-of-freedom model is difficult due to out-of-phase phenomenon of multiple masses, a convex model theory is introduced and an upper bound of elastic-plastic response is derived. The third article is related to the stability problem of structures (collapse problems of structures) in which the P-delta effect is included. It is shown that the original theory for an SDOF model with elastic-perfectly plastic restoring-force characteristic can be applied to a model with negative second slope. The fourth article is an application of the energy balance approach to an overturning limit problem of rigid blocks. A closed-form expression of the overturning limit of rigid blocks is derived for the first time after the Housner’s pioneering work in 1963. The approach presented in this book, together with the first book, is an epoch-making accomplishment to open the door for simpler and deeper understanding of structural reliability of built environments in the elastic-plastic and nonlinear range.
540			_aCreative Commons _fhttps://creativecommons.org/licenses/by/4.0/ _2cc _4https://creativecommons.org/licenses/by/4.0/
546			_aEnglish
653			_afling-step input
653			_aCritical response
653			_aLong-duration ground motion
653			_adouble impulse
653			_aforward-directivity input
653			_atriple impulse
653			_arobustness
653			_aNear-fault ground motion
653			_aGround motion
653			_aDuctility factor
653			_auncertainty
653			_aresonance
653			_aStructural parameter
653			_aEarthquake Response
653			_aElastic-plastic response
653			_aInterval analysis
653			_aMultiple impulse
653			_aEarthquake input energy
653			_aredundancy
653			_aUpper bound of input energy
653			_aearthquake engineering
653			_acritical excitation method
653			_aEnergy transfer function
856	4	0	_awww.oapen.org _uhttp://www.frontiersin.org/books/Critical_Earthquake_Response_of_Elastic-Plastic_Structures_and_Rigid_Blocks_under_Near-Fault_Ground/885 _70 _zDOAB: download the publication
856	4	0	_awww.oapen.org _uhttps://directory.doabooks.org/handle/20.500.12854/44280 _70 _zDOAB: description of the publication
999			_c77649 _d77649