語系:
繁體中文
English
說明(常見問題)
回圖書館首頁
手機版館藏查詢
登入
回首頁
切換:
標籤
|
MARC模式
|
ISBD
Behavior of unbounded post- tensione...
~
Hassanli, Reza.
FindBook
Google Book
Amazon
博客來
Behavior of unbounded post- tensioned masonry walls
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Behavior of unbounded post- tensioned masonry walls/ by Reza Hassanli.
作者:
Hassanli, Reza.
出版者:
Cham :Springer International Publishing : : 2019.,
面頁冊數:
xvi, 269 p. :ill., digital ;24 cm.
內容註:
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.
Contained By:
Springer eBooks
標題:
Brick walls - Design and construction. -
電子資源:
http://dx.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. - Cham :Springer International Publishing :2019. - xvi, 269 p. :ill., digital ;24 cm. - Springer theses,2190-5053. - Springer theses..
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:
860858
Brick walls
--Design and construction.
LC Class. No.: TH2243
Dewey Class. No.: 693.1
Behavior of unbounded post- tensioned masonry walls
LDR
:02656nmm a2200337 a 4500
001
2176879
003
DE-He213
005
20180807161528.0
006
m d
007
cr nn 008maaau
008
191122s2019 gw s 0 eng d
020
$a
9783319937885
$q
(electronic bk.)
020
$a
9783319937878
$q
(paper)
024
7
$a
10.1007/978-3-319-93788-5
$2
doi
035
$a
978-3-319-93788-5
040
$a
GP
$c
GP
041
0
$a
eng
050
4
$a
TH2243
072
7
$a
TNK
$2
bicssc
072
7
$a
TNKH
$2
bicssc
072
7
$a
TEC005050
$2
bisacsh
082
0 4
$a
693.1
$2
23
090
$a
TH2243
$b
.H353 2019
100
1
$a
Hassanli, Reza.
$3
3379409
245
1 0
$a
Behavior of unbounded post- tensioned masonry walls
$h
[electronic resource] /
$c
by Reza Hassanli.
260
$a
Cham :
$b
Springer International Publishing :
$b
Imprint: Springer,
$c
2019.
300
$a
xvi, 269 p. :
$b
ill., digital ;
$c
24 cm.
490
1
$a
Springer theses,
$x
2190-5053
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.
520
$a
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.
650
0
$a
Brick walls
$x
Design and construction.
$3
860858
650
0
$a
Concrete walls
$x
Design and construction.
$3
3379410
650
0
$a
Post-tensioned prestressed concrete construction.
$3
3379411
650
0
$a
Earthquake resistant design.
$3
587816
650
0
$a
Masonry.
$3
685951
650
1 4
$a
Engineering.
$3
586835
650
2 4
$a
Building Construction and Design.
$3
3166685
650
2 4
$a
Structural Materials.
$3
898417
650
2 4
$a
Structural Mechanics.
$3
893894
710
2
$a
SpringerLink (Online service)
$3
836513
773
0
$t
Springer eBooks
830
0
$a
Springer theses.
$3
1314442
856
4 0
$u
http://dx.doi.org/10.1007/978-3-319-93788-5
950
$a
Engineering (Springer-11647)
筆 0 讀者評論
館藏地:
全部
電子資源
出版年:
卷號:
館藏
1 筆 • 頁數 1 •
1
條碼號
典藏地名稱
館藏流通類別
資料類型
索書號
使用類型
借閱狀態
預約狀態
備註欄
附件
W9366745
電子資源
11.線上閱覽_V
電子書
EB TH2243
一般使用(Normal)
在架
0
1 筆 • 頁數 1 •
1
多媒體
評論
新增評論
分享你的心得
Export
取書館
處理中
...
變更密碼
登入