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Behavior of Unbounded Post- tensioned Masonry Walls

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Behavior of Unbounded Post- tensioned Masonry Walls / by Reza Hassanli.
作者:	Hassanli, Reza.
面頁冊數:	XVI, 269 p. 123 illus., 121 illus. in color.online resource. :
Contained By:	Springer Nature eBook
標題:	Buildings—Design and construction. -
電子資源:	https://doi.org/10.1007/978-3-319-93788-5
ISBN:	9783319937885

Behavior of Unbounded Post- tensioned Masonry Walls
Hassanli, Reza.

Behavior of Unbounded Post- tensioned Masonry Walls [electronic resource] /by Reza Hassanli. - 1st ed. 2019. - XVI, 269 p. 123 illus., 121 illus. in color.online resource. - Springer Theses, Recognizing Outstanding Ph.D. Research,2190-5053. - Springer Theses, Recognizing Outstanding Ph.D. Research,.

Introduction -- 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.

This 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.

ISBN: 9783319937885

Standard No.: 10.1007/978-3-319-93788-5doiSubjects--Topical Terms:

1254621
Buildings—Design and construction.

LC Class. No.: TH1-9745

Dewey Class. No.: 690

Behavior of Unbounded Post- tensioned Masonry Walls
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505 0 $a Introduction -- 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.
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