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

Linked to FindBook

Google Book

Amazon

博客來

Full-Scale Monitoring of Tall Reinforced Concrete Building, and Modelling of Slab-Induced Inherent Damping.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Full-Scale Monitoring of Tall Reinforced Concrete Building, and Modelling of Slab-Induced Inherent Damping./
Author:	Clarke, Patrick.
Published:	Ann Arbor : ProQuest Dissertations & Theses, : 2021,
Description:	205 p.
Notes:	Source: Masters Abstracts International, Volume: 83-06.
Contained By:	Masters Abstracts International83-06.
Subject:	Civil engineering. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=28767875
ISBN:	9798496551069

Full-Scale Monitoring of Tall Reinforced Concrete Building, and Modelling of Slab-Induced Inherent Damping.
Clarke, Patrick.

Full-Scale Monitoring of Tall Reinforced Concrete Building, and Modelling of Slab-Induced Inherent Damping. - Ann Arbor : ProQuest Dissertations & Theses, 2021 - 205 p.

Source: Masters Abstracts International, Volume: 83-06.

Thesis (M.A.S.)--University of Toronto (Canada), 2021.

This item must not be sold to any third party vendors.

Damping ratios in structures are the most challenging modal property to predict due to the perplexity of the contributing physical mechanisms. Consequently, the inability to quantify these sources has led to only approximate baseline inherent damping estimates, making the estimation of the damping ratio at larger amplitudes an even greater task. It was previously hypothesized that the main source of damping in structures resulting in amplitude-dependence was the stressing and subsequent microcracking in slabs.This thesis outlines the steps taken to monitor a tall structure, calibrate the structural model, and examine the experimental results to identify the reasons for the vastly different modal damping responses. Non-linear modelling proved that replicating the amplitude-dependent response could be accomplished and provided insight on why the slabs' modal responses were dissimilar. Lastly, strain energies for the stressed slab regions were calculated and plotted as functions of height and displacement, ultimately substantiating slab-induced inherent damping.

ISBN: 9798496551069Subjects--Topical Terms:

860360
Civil engineering.
Subjects--Index Terms:

Amplitude-dependency

Full-Scale Monitoring of Tall Reinforced Concrete Building, and Modelling of Slab-Induced Inherent Damping.
LDR:02261nmm a2200361 4500 001 2343076
005 20220415160133.5
008 241004s2021 ||||||||||||||||| ||eng d
020 $a 9798496551069
035 $a (MiAaPQ)AAI28767875
035 $a AAI28767875
040 $a MiAaPQ $c MiAaPQ
100 1 $a Clarke, Patrick. $3 1683641
245 1 0 $a Full-Scale Monitoring of Tall Reinforced Concrete Building, and Modelling of Slab-Induced Inherent Damping.
260 1 $a Ann Arbor : $b ProQuest Dissertations & Theses, $c 2021
300 $a 205 p.
500 $a Source: Masters Abstracts International, Volume: 83-06.
500 $a Advisor: Christopoulos, Constantin.
502 $a Thesis (M.A.S.)--University of Toronto (Canada), 2021.
506 $a This item must not be sold to any third party vendors.
520 $a Damping ratios in structures are the most challenging modal property to predict due to the perplexity of the contributing physical mechanisms. Consequently, the inability to quantify these sources has led to only approximate baseline inherent damping estimates, making the estimation of the damping ratio at larger amplitudes an even greater task. It was previously hypothesized that the main source of damping in structures resulting in amplitude-dependence was the stressing and subsequent microcracking in slabs.This thesis outlines the steps taken to monitor a tall structure, calibrate the structural model, and examine the experimental results to identify the reasons for the vastly different modal damping responses. Non-linear modelling proved that replicating the amplitude-dependent response could be accomplished and provided insight on why the slabs' modal responses were dissimilar. Lastly, strain energies for the stressed slab regions were calculated and plotted as functions of height and displacement, ultimately substantiating slab-induced inherent damping.
590 $a School code: 0779.
650 4 $a Civil engineering. $3 860360
653 $a Amplitude-dependency
653 $a Damping
653 $a Full-scale monitoring
653 $a Slab stress
653 $a Slab-induced inherent damping
653 $a Tall buildings
690 $a 0543
710 2 $a University of Toronto (Canada). $b Civil Engineering. $3 2104053
773 0 $t Masters Abstracts International $g 83-06.
790 $a 0779
791 $a M.A.S.
792 $a 2021
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=28767875