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
Model Study of the Static and Cyclic...
~
Abongo, Kepha O.
FindBook
Google Book
Amazon
博客來
Model Study of the Static and Cyclic Lateral Capacity of Finned Piles.
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Model Study of the Static and Cyclic Lateral Capacity of Finned Piles./
作者:
Abongo, Kepha O.
出版者:
Ann Arbor : ProQuest Dissertations & Theses, : 2019,
面頁冊數:
190 p.
附註:
Source: Dissertations Abstracts International, Volume: 80-09, Section: B.
Contained By:
Dissertations Abstracts International80-09B.
標題:
Geotechnology. -
電子資源:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=13420326
ISBN:
9780438888883
Model Study of the Static and Cyclic Lateral Capacity of Finned Piles.
Abongo, Kepha O.
Model Study of the Static and Cyclic Lateral Capacity of Finned Piles.
- Ann Arbor : ProQuest Dissertations & Theses, 2019 - 190 p.
Source: Dissertations Abstracts International, Volume: 80-09, Section: B.
Thesis (Ph.D.)--Lehigh University, 2019.
This item must not be sold to any third party vendors.
The main objective of this thesis is to examine systematically the proposed improved performance of finned piles over monopiles when subjected to lateral static and cyclic loading. In order to achieve this objective, both physical and numerical simulations were conducted on finned and monopile and outcomes were analyzed for design recommendations. The physical tests were performed on scaled model piles at 1:100 reductions of typical wind turbine monopile foundations. The cyclic lateral load tests were conducted on the scaled down foundation models at 1g condition. Cyclic tests were conducted to evaluate the long-term performance of the finned piles under cyclic wind loading conditions. Both the lateral and rotational responses of the foundation systems were evaluated at 1000 cycles of loading. The long-term performance at 107 cycles, defined as the fatigue limit state of the offshore wind turbine foundation, was derived from data fitting using power laws proposed by other researches. The results of both the static and cyclic lateral loading tests confirmed improved performance indicators of finned piles over monopiles. The major indicators were increased lateral capacity and decreased pile head rotation, both of which are important design and performance considerations of supported wind turbines, as the increase in lateral capacity translates into increase in factor of safety against excessive lateral pile head rotation. The laboratory lateral static test results were verified numerically using PLAXIS modeler. The physical and numerical simulation results were found to corroborate well, allowing to determine the optimum fin dimensions from numerical analysis.
ISBN: 9780438888883Subjects--Topical Terms:
1018558
Geotechnology.
Model Study of the Static and Cyclic Lateral Capacity of Finned Piles.
LDR
:02764nmm a2200325 4500
001
2263148
005
20200214113157.5
008
220629s2019 ||||||||||||||||| ||eng d
020
$a
9780438888883
035
$a
(MiAaPQ)AAI13420326
035
$a
(MiAaPQ)lehigh:12044
035
$a
AAI13420326
040
$a
MiAaPQ
$c
MiAaPQ
100
1
$a
Abongo, Kepha O.
$3
3540232
245
1 0
$a
Model Study of the Static and Cyclic Lateral Capacity of Finned Piles.
260
1
$a
Ann Arbor :
$b
ProQuest Dissertations & Theses,
$c
2019
300
$a
190 p.
500
$a
Source: Dissertations Abstracts International, Volume: 80-09, Section: B.
500
$a
Publisher info.: Dissertation/Thesis.
500
$a
Advisor: Pamukcu, Sibel;Queil, Spencer.
502
$a
Thesis (Ph.D.)--Lehigh University, 2019.
506
$a
This item must not be sold to any third party vendors.
520
$a
The main objective of this thesis is to examine systematically the proposed improved performance of finned piles over monopiles when subjected to lateral static and cyclic loading. In order to achieve this objective, both physical and numerical simulations were conducted on finned and monopile and outcomes were analyzed for design recommendations. The physical tests were performed on scaled model piles at 1:100 reductions of typical wind turbine monopile foundations. The cyclic lateral load tests were conducted on the scaled down foundation models at 1g condition. Cyclic tests were conducted to evaluate the long-term performance of the finned piles under cyclic wind loading conditions. Both the lateral and rotational responses of the foundation systems were evaluated at 1000 cycles of loading. The long-term performance at 107 cycles, defined as the fatigue limit state of the offshore wind turbine foundation, was derived from data fitting using power laws proposed by other researches. The results of both the static and cyclic lateral loading tests confirmed improved performance indicators of finned piles over monopiles. The major indicators were increased lateral capacity and decreased pile head rotation, both of which are important design and performance considerations of supported wind turbines, as the increase in lateral capacity translates into increase in factor of safety against excessive lateral pile head rotation. The laboratory lateral static test results were verified numerically using PLAXIS modeler. The physical and numerical simulation results were found to corroborate well, allowing to determine the optimum fin dimensions from numerical analysis.
590
$a
School code: 0105.
650
4
$a
Geotechnology.
$3
1018558
650
4
$a
Civil engineering.
$3
860360
690
$a
0428
690
$a
0543
710
2
$a
Lehigh University.
$b
Civil Engineering.
$3
1671694
773
0
$t
Dissertations Abstracts International
$g
80-09B.
790
$a
0105
791
$a
Ph.D.
792
$a
2019
793
$a
English
856
4 0
$u
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=13420326
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
W9415382
電子資源
11.線上閱覽_V
電子書
EB
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