000			03331nam a22004215i 4500
710	2		_aSpringerLink (Online service) _9106996
999			_c110540 _d110540
001			110540
003			ES-MaUEC
005			20230102113426.0
006			a||||fo|||| 00| 0
007			cr nn nnnaamaa
008			180807s2019 gw a o |||| 0|eng d
020			_a9783319937885
024	7		_a10.1007/978-3-319-93788-5 _2doi
040			_bspa _dES-MaUEC _cES-MaUEC
050		4	_aTH2201 _b2019 EB
100	1		_aHassanli, Reza _eautor _4aut _9670352
245	1	0	_aBehavior of Unbounded Post- tensioned Masonry Walls _cby Reza Hassanli.
264		1	_aCham _bSpringer International Publishing : _bImprint: Springer _c2019.
300			_a1 recurso en línea (XVI, 269 páginas) _b123 ilustraciones, 121 ilustraciones a color
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_atext file _bPDF
490	0		_aEngineering (Springer-11647)
490	0		_aSpringer Theses Recognizing Outstanding Ph.D. Research _x2190-5053
505	0		_aIntroduction -- Literature Review -- Strength and seismic performance factors of post-tensioned masonry walls -- Effect of dimensions on the compressive strength of concrete masonry prisms -- Flexural strength prediction of unbonded post-tensioned masonry walls -- Simplified approach to predict the flexural strength of unbonded post-tensioned masonry walls -- Experimental investigation of unbonded post-tensioned masonry walls -- Summary and conclusions -- Summary and conclusions.
520	3		_aThis book reports on a comprehensive analytical, experimental and numerical study on the flexural response of post-tensioned masonry walls under in-plane loads. It explores an important mechanism in this new generation of structural walls, called "Self-centering". This mechanism can reduce residual drifts and structural damage during earthquake ground motion, and is particularly favorable for structures which are designed for immediate occupancy performance levels. The book reports on the development and verification of a finite element model of post-tensioned masonry walls. It describes a detailed parametric study to predict the strength of post-tensioned masonry walls. New design methodologies and expressions are developed to predict the flexural strength and force-displacement response of post-tensioned masonry. Experimental study is carried out to better understand the behavior of post-tensioned masonry walls and also to evaluate the accuracy of the proposed design procedure and expressions. The book also includes an introduction to current research on unbounded post-tensioned masonry walls, together with an extensive analysis of previously published test results.
650		7	_2embne _aMuros _xDiseño y construcción _9407016
650		7	_2embne _9138305 _aAlbañilería
776	0	8	_iPrinted edition: _z9783030067236
776	0	8	_iPrinted edition: _z9783319937878
776	0	8	_iPrinted edition: _z9783319937892
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-319-93788-5 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE
988			_aPrimersemestre_2019_Engineering
998			_aSI _cm _dz _feng _ggw _h0 _b08/2019 _ea _zSI