東華大學圖書館 |

Language: English

Help

回圖書館首頁

手機版館藏查詢

Back

Switch To: Labeled | MARC Mode | ISBD

A study of RC columns with shape mem...

Wang, Hongyu.

Linked to FindBook

Google Book

Amazon

博客來

A study of RC columns with shape memory alloy and engineered cementitious composites.

Record Type:	Electronic resources : Monograph/item
Title/Author:	A study of RC columns with shape memory alloy and engineered cementitious composites./
Author:	Wang, Hongyu.
Description:	315 p.
Notes:	Source: Masters Abstracts International, Volume: 43-03, page: 0924.
Contained By:	Masters Abstracts International43-03.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1423847
ISBN:	049612160X

A study of RC columns with shape memory alloy and engineered cementitious composites.
Wang, Hongyu.

A study of RC columns with shape memory alloy and engineered cementitious composites. - 315 p.

Source: Masters Abstracts International, Volume: 43-03, page: 0924.

Thesis (M.S.)--University of Nevada, Reno, 2005.

The interest in Shape Memory Alloys (SMAs) in structural engineering applications has been growing over the past several years. SMAs are unique alloys that have the ability to undergo large deformation, but can recover deformations fully after the loads. However, there is no research reported on the ability of SMA to be used as reinforcement for plastic hinge area in reinforced concrete (RC) columns. Engineering Cementitious Composties (ECC) is another innovative material that has very high tensile and deformation capacity compared to normal concrete, which can make it deformable with much delayed cracking and spalling. The primary objective of this study was to investigate the seismic performance of RC columns with SMA longitudinal reinforcement in plastic hinge area. Another target was to evaluate seismic performance and damage in a repaired SMA-reinforced column using ECC.

ISBN: 049612160XSubjects--Topical Terms:

783781
Engineering, Civil.

A study of RC columns with shape memory alloy and engineered cementitious composites.
LDR:02490nmm 2200277 4500 001 1814816
005 20060719075938.5
008 130610s2005 eng d
020 $a 049612160X
035 $a (UnM)AAI1423847
035 $a AAI1423847
040 $a UnM $c UnM
100 1 $a Wang, Hongyu. $3 1904265
245 1 2 $a A study of RC columns with shape memory alloy and engineered cementitious composites.
300 $a 315 p.
500 $a Source: Masters Abstracts International, Volume: 43-03, page: 0924.
500 $a Adviser: Saiid M. Saiidi.
502 $a Thesis (M.S.)--University of Nevada, Reno, 2005.
520 $a The interest in Shape Memory Alloys (SMAs) in structural engineering applications has been growing over the past several years. SMAs are unique alloys that have the ability to undergo large deformation, but can recover deformations fully after the loads. However, there is no research reported on the ability of SMA to be used as reinforcement for plastic hinge area in reinforced concrete (RC) columns. Engineering Cementitious Composties (ECC) is another innovative material that has very high tensile and deformation capacity compared to normal concrete, which can make it deformable with much delayed cracking and spalling. The primary objective of this study was to investigate the seismic performance of RC columns with SMA longitudinal reinforcement in plastic hinge area. Another target was to evaluate seismic performance and damage in a repaired SMA-reinforced column using ECC.
520 $a Two quarter-scale spiral RC columns with SMA longitudinal reinforcement in the plastic hinge area were designed and constructed for shake table testing at the Large Scale Structure Laboratory of University of Nevada, Reno. Similar conventionally reinforced columns had been studied previously at UNR and provided a basis for evaluating the effect of using SMA bars and ECC. A new hysteresis model for SMA-reinforced columns was developed and was found to reproduce the measured dynamic data well. The shake table data showed that SMA RC columns were able to recover nearly all of post-yield deformation and that the use of ECC reduced the concrete damage substantially, thus requiring minimal repair even after very large earthquake.
590 $a School code: 0139.
650 4 $a Engineering, Civil. $3 783781
690 $a 0543
710 2 0 $a University of Nevada, Reno. $3 626634
773 0 $t Masters Abstracts International $g 43-03.
790 1 0 $a Saiidi, Saiid M., $e advisor
790 $a 0139
791 $a M.S.
792 $a 2005
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1423847