語系:
繁體中文
English
說明(常見問題)
圖資館首頁
登入
回首頁
切換:
標籤
|
MARC模式
|
ISBD
Finite element analysis of reinforce...
~
Kerley, Rebekah F.
Finite element analysis of reinforced concrete pile caps to cast-in-shell steel piles.
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Finite element analysis of reinforced concrete pile caps to cast-in-shell steel piles.
作者:
Kerley, Rebekah F.
面頁冊數:
155 p.
附註:
Source: Masters Abstracts International, Volume: 51-06.
附註:
Adviser: Craig Henderson.
Contained By:
Masters Abstracts International51-06(E).
標題:
Engineering, General.
電子資源:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1539073
ISBN:
9781303136191
Finite element analysis of reinforced concrete pile caps to cast-in-shell steel piles.
Kerley, Rebekah F.
Finite element analysis of reinforced concrete pile caps to cast-in-shell steel piles.
- 155 p.
Source: Masters Abstracts International, Volume: 51-06.
Thesis (M.S.)--Tennessee Technological University, 2013.
The common usage of cast-in-shell steel piles for foundation systems puts a priority on understanding their response to lateral loading. The construction of concrete caps to steel pile connections has proven to be both economical and efficient. These connections must maintain a certain amount of rigidity and ductility under lateral loading in order for the supported structure to remain stable.
ISBN: 9781303136191Subjects--Topical Terms:
660165
Engineering, General.
Finite element analysis of reinforced concrete pile caps to cast-in-shell steel piles.
LDR
:02460nmm a2200313 4500
001
419200
005
20140520123955.5
008
140717s2013 ||||||||||||||||| ||eng d
020
$a
9781303136191
035
$a
(MiAaPQ)AAI1539073
035
$a
AAI1539073
040
$a
MiAaPQ
$c
MiAaPQ
100
1
$a
Kerley, Rebekah F.
$3
660176
245
1 0
$a
Finite element analysis of reinforced concrete pile caps to cast-in-shell steel piles.
300
$a
155 p.
500
$a
Source: Masters Abstracts International, Volume: 51-06.
500
$a
Adviser: Craig Henderson.
502
$a
Thesis (M.S.)--Tennessee Technological University, 2013.
520
$a
The common usage of cast-in-shell steel piles for foundation systems puts a priority on understanding their response to lateral loading. The construction of concrete caps to steel pile connections has proven to be both economical and efficient. These connections must maintain a certain amount of rigidity and ductility under lateral loading in order for the supported structure to remain stable.
520
$a
To aid in the understanding how applied lateral forces move through concrete cap to steel pile connections, a nonlinear inelastic finite element model was built. The finite element modeling package ANSYS was used to develop the finite element model. In order to determine the accuracy of the final model and draw conclusions about the behavior of the connection, the results were compared to experimental data.
520
$a
Several preliminary models were built leading up to a final model in an effort to reasonably duplicate experimental results. The final model was able to accurately capture the elastic results from experimental testing, and the inelastic results gave a fair semblance to experimental data.
520
$a
The final model presented in this research contributes to the understanding of finite element software capabilities for modeling concrete failure mechanisms. The model also provides a foundation for future model refinement concerning the inelastic response of the connection to lateral loading, and further advancement of this model will aid in the development of design procedures for the connection between steel piles to reinforced concrete caps.
590
$a
School code: 0390.
650
4
$a
Engineering, General.
$3
660165
650
4
$a
Engineering, Civil.
$3
212394
690
$a
0537
690
$a
0543
710
2
$a
Tennessee Technological University.
$b
Civil Engineering.
$3
660177
773
0
$t
Masters Abstracts International
$g
51-06(E).
790
$a
0390
791
$a
M.S.
792
$a
2013
793
$a
English
856
4 0
$u
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1539073
筆 0 讀者評論
多媒體
多媒體檔案
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1539073
評論
新增評論
分享你的心得
Export
取書館別
處理中
...
變更密碼
登入