Allowable Lateral Load Analysis of a Single Reinforced Concrete Pile
碩士 === 逢甲大學 === 土木工程所 === 95 === Due to the impact of the earthquake, bottom structure design is significant to buildings, which lead to increasing consumption of pile foundations. However, when it comes to the study of pile foundations, both analysis on influence factors of axial strength and analy...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2007
|
Online Access: | http://ndltd.ncl.edu.tw/handle/88506129115948769453 |
id |
ndltd-TW-095FCU05015026 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-TW-095FCU050150262015-10-13T11:31:40Z http://ndltd.ncl.edu.tw/handle/88506129115948769453 Allowable Lateral Load Analysis of a Single Reinforced Concrete Pile 鋼筋混凝土基樁容許側向力分析 Tze-Ying Wang 王澤穎 碩士 逢甲大學 土木工程所 95 Due to the impact of the earthquake, bottom structure design is significant to buildings, which lead to increasing consumption of pile foundations. However, when it comes to the study of pile foundations, both analysis on influence factors of axial strength and analysis of the lateral force should be considered for a safest design. Many scholars analyze the lateral force and review many materials and loadings for the pile foundation. Still, no one has insight into the inertia matrix of the pile foundation. So this study utilizes p-y curve and the incremental method for finite-element along with the inertia matrix to analyze cases. cchang 張志超 2007 學位論文 ; thesis 45 zh-TW |
collection |
NDLTD |
language |
zh-TW |
format |
Others
|
sources |
NDLTD |
description |
碩士 === 逢甲大學 === 土木工程所 === 95 === Due to the impact of the earthquake, bottom structure design is significant to buildings, which lead to increasing consumption of pile foundations. However, when it comes to the study of pile foundations, both analysis on influence factors of axial strength and analysis of the lateral force should be considered for a safest design. Many scholars analyze the lateral force and review many materials and loadings for the pile foundation. Still, no one has insight into the inertia matrix of the pile foundation. So this study utilizes p-y curve and the incremental method for finite-element along with the inertia matrix to analyze cases.
|
author2 |
cchang |
author_facet |
cchang Tze-Ying Wang 王澤穎 |
author |
Tze-Ying Wang 王澤穎 |
spellingShingle |
Tze-Ying Wang 王澤穎 Allowable Lateral Load Analysis of a Single Reinforced Concrete Pile |
author_sort |
Tze-Ying Wang |
title |
Allowable Lateral Load Analysis of a Single Reinforced Concrete Pile |
title_short |
Allowable Lateral Load Analysis of a Single Reinforced Concrete Pile |
title_full |
Allowable Lateral Load Analysis of a Single Reinforced Concrete Pile |
title_fullStr |
Allowable Lateral Load Analysis of a Single Reinforced Concrete Pile |
title_full_unstemmed |
Allowable Lateral Load Analysis of a Single Reinforced Concrete Pile |
title_sort |
allowable lateral load analysis of a single reinforced concrete pile |
publishDate |
2007 |
url |
http://ndltd.ncl.edu.tw/handle/88506129115948769453 |
work_keys_str_mv |
AT tzeyingwang allowablelateralloadanalysisofasinglereinforcedconcretepile AT wángzéyǐng allowablelateralloadanalysisofasinglereinforcedconcretepile AT tzeyingwang gāngjīnhùnníngtǔjīzhuāngróngxǔcèxiànglìfēnxī AT wángzéyǐng gāngjīnhùnníngtǔjīzhuāngróngxǔcèxiànglìfēnxī |
_version_ |
1716845119419711488 |