| 000 | 03688nam a22005535i 4500 | ||
|---|---|---|---|
| 001 | 978-3-319-93788-5 | ||
| 003 | DE-He213 | ||
| 005 | 20220801213533.0 | ||
| 007 | cr nn 008mamaa | ||
| 008 | 180807s2019 sz | s |||| 0|eng d | ||
| 020 |
_a9783319937885 _9978-3-319-93788-5 |
||
| 024 | 7 |
_a10.1007/978-3-319-93788-5 _2doi |
|
| 050 | 4 | _aTH1-9745 | |
| 072 | 7 |
_aTNK _2bicssc |
|
| 072 | 7 |
_aTEC005050 _2bisacsh |
|
| 072 | 7 |
_aTNK _2thema |
|
| 082 | 0 | 4 |
_a690 _223 |
| 100 | 1 |
_aHassanli, Reza. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut _932712 |
|
| 245 | 1 | 0 |
_aBehavior of Unbounded Post- tensioned Masonry Walls _h[electronic resource] / _cby Reza Hassanli. |
| 250 | _a1st ed. 2019. | ||
| 264 | 1 |
_aCham : _bSpringer International Publishing : _bImprint: Springer, _c2019. |
|
| 300 |
_aXVI, 269 p. 123 illus., 121 illus. in color. _bonline resource. |
||
| 336 |
_atext _btxt _2rdacontent |
||
| 337 |
_acomputer _bc _2rdamedia |
||
| 338 |
_aonline resource _bcr _2rdacarrier |
||
| 347 |
_atext file _bPDF _2rda |
||
| 490 | 1 |
_aSpringer Theses, Recognizing Outstanding Ph.D. Research, _x2190-5061 |
|
| 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 | _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 | 0 |
_aBuildings—Design and construction. _932147 |
|
| 650 | 0 |
_aBuilding materials. _931878 |
|
| 650 | 0 |
_aMechanics, Applied. _93253 |
|
| 650 | 0 |
_aSolids. _93750 |
|
| 650 | 1 | 4 |
_aBuilding Construction and Design. _932148 |
| 650 | 2 | 4 |
_aStructural Materials. _931883 |
| 650 | 2 | 4 |
_aSolid Mechanics. _931612 |
| 710 | 2 |
_aSpringerLink (Online service) _932713 |
|
| 773 | 0 | _tSpringer Nature eBook | |
| 776 | 0 | 8 |
_iPrinted edition: _z9783319937878 |
| 776 | 0 | 8 |
_iPrinted edition: _z9783319937892 |
| 776 | 0 | 8 |
_iPrinted edition: _z9783030067236 |
| 830 | 0 |
_aSpringer Theses, Recognizing Outstanding Ph.D. Research, _x2190-5061 _932714 |
|
| 856 | 4 | 0 | _uhttps://doi.org/10.1007/978-3-319-93788-5 |
| 912 | _aZDB-2-ENG | ||
| 912 | _aZDB-2-SXE | ||
| 942 | _cEBK | ||
| 999 |
_c75297 _d75297 |
||