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010   $a3-319-93788-X
024 7 $a10.1007/978-3-319-93788-5
035   $a(CKB)4100000005471776
035   $a(DE-He213)978-3-319-93788-5
035   $a(MiAaPQ)EBC5490819
035   $a(PPN)229915337
035   $a(EXLCZ)994100000005471776
100   $a20180807d2019      u|             0
101 0 $aeng
135   $aurnn|008mamaa
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aBehavior of Unbounded Post- tensioned Masonry Walls  $b[electronic resource] /$fby Reza Hassanli
205   $a1st ed. 2019.
210  1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2019.
215   $a1 online resource (XVI, 269 p. 123 illus., 121 illus. in color.) 
225 1 $aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5053
311   $a3-319-93787-1 
320   $aIncludes bibliographical references.
327   $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.
330   $aThis book reports on a comprehensive analytical, experimental and numerical study on the flexural response of post-tensioned masonry walls under in-plane loads. It explores an important mechanism in this new generation of structural walls, called ?Self-centering?. This mechanism can reduce residual drifts and structural damage during earthquake ground motion, and is particularly favorable for structures which are designed for immediate occupancy performance levels. The book reports on the development and verification of a finite element model of post-tensioned masonry walls. It describes a detailed parametric study to predict the strength of post-tensioned masonry walls. New design methodologies and expressions are developed to predict the flexural strength and force-displacement response of post-tensioned masonry. Experimental study is carried out to better understand the behavior of post-tensioned masonry walls and also to evaluate the accuracy of the proposed design procedure and expressions. The book also includes an introduction to current research on unbounded post-tensioned masonry walls, together with an extensive analysis of previously published test results.
410  0$aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5053
606   $aBuildings?Design and construction
606   $aBuilding
606   $aConstruction
606   $aEngineering, Architectural
606   $aStructural materials
606   $aMechanics
606   $aMechanics, Applied
606   $aBuilding Construction and Design$3https://scigraph.springernature.com/ontologies/product-market-codes/T23012
606   $aStructural Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/Z11000
606   $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010
615  0$aBuildings?Design and construction.
615  0$aBuilding.
615  0$aConstruction.
615  0$aEngineering, Architectural.
615  0$aStructural materials.
615  0$aMechanics.
615  0$aMechanics, Applied.
615 14$aBuilding Construction and Design.
615 24$aStructural Materials.
615 24$aSolid Mechanics.
676   $a690
700   $aHassanli$b Reza$4aut$4http://id.loc.gov/vocabulary/relators/aut$0942559
906   $aBOOK
912   $a9910337461903321
996   $aBehavior of Unbounded Post- tensioned Masonry Walls$92127099
997   $aUNINA