Behavior of Unbounded Post- tensioned Masonry Walls (Record no. 75297)

000 -LEADER
fixed length control field 03688nam a22005535i 4500
001 - CONTROL NUMBER
control field 978-3-319-93788-5
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220801213533.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180807s2019 sz | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9783319937885
-- 978-3-319-93788-5
082 04 - CLASSIFICATION NUMBER
Call Number 690
100 1# - AUTHOR NAME
Author Hassanli, Reza.
245 10 - TITLE STATEMENT
Title Behavior of Unbounded Post- tensioned Masonry Walls
250 ## - EDITION STATEMENT
Edition statement 1st ed. 2019.
300 ## - PHYSICAL DESCRIPTION
Number of Pages XVI, 269 p. 123 illus., 121 illus. in color.
490 1# - SERIES STATEMENT
Series statement Springer Theses, Recognizing Outstanding Ph.D. Research,
505 0# - FORMATTED CONTENTS NOTE
Remark 2 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.
520 ## - SUMMARY, ETC.
Summary, etc 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.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://doi.org/10.1007/978-3-319-93788-5
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
264 #1 -
-- Cham :
-- Springer International Publishing :
-- Imprint: Springer,
-- 2019.
336 ## -
-- text
-- txt
-- rdacontent
337 ## -
-- computer
-- c
-- rdamedia
338 ## -
-- online resource
-- cr
-- rdacarrier
347 ## -
-- text file
-- PDF
-- rda
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Buildings—Design and construction.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building materials.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Mechanics, Applied.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Solids.
650 14 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building Construction and Design.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Structural Materials.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Solid Mechanics.
830 #0 - SERIES ADDED ENTRY--UNIFORM TITLE
-- 2190-5061
912 ## -
-- ZDB-2-ENG
912 ## -
-- ZDB-2-SXE

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