In Site Monitoring System for High-Clearance Scaffold Shores
碩士 === 國立中興大學 === 土木工程學系 === 88 === Scaffolds are often used as temporary supports during construction, especially in high clearance situation. The collapse of the temporary supports will cause a great deal of loss of lives and property. This paper intends to offer, based on analysis and experiment...
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ndltd-TW-088NCHU00150262015-10-13T10:56:28Z http://ndltd.ncl.edu.tw/handle/08365217457320186114 In Site Monitoring System for High-Clearance Scaffold Shores 高淨空鋼管門型鷹架支撐現地監測系統 林朝琴 碩士 國立中興大學 土木工程學系 88 Scaffolds are often used as temporary supports during construction, especially in high clearance situation. The collapse of the temporary supports will cause a great deal of loss of lives and property. This paper intends to offer, based on analysis and experiments, a monitoring method for scaffold shoring system. The items to be monitored are the axial loads and the lateral displacements. This paper will propose where to monitor the axial loads and the magnitudes of the allowable axial loads. At the same time, this paper will propose where to monitor the lateral displacement and the magnitude of the allowable lateral displacement. Finally, two tests in sites were performed to verify the validity of the suggested monitoring method. The test results show that the analytical results of axial load and lateral displacement correspond with the results of site test. Therefore the suggested monitoring method of this paper is applicable. Yue-Lin Huang 黃玉麟 2000 學位論文 ; thesis 62 zh-TW |
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碩士 === 國立中興大學 === 土木工程學系 === 88 === Scaffolds are often used as temporary supports during construction, especially in high clearance situation. The collapse of the temporary supports will cause a great deal of loss of lives and property. This paper intends to offer, based on analysis and experiments, a monitoring method for scaffold shoring system.
The items to be monitored are the axial loads and the lateral displacements. This paper will propose where to monitor the axial loads and the magnitudes of the allowable axial loads. At the same time, this paper will propose where to monitor the lateral displacement and the magnitude of the allowable lateral displacement. Finally, two tests in sites were performed to verify the validity of the suggested monitoring method. The test results show that the analytical results of axial load and lateral displacement correspond with the results of site test. Therefore the suggested monitoring method of this paper is applicable.
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Yue-Lin Huang |
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Yue-Lin Huang 林朝琴 |
author |
林朝琴 |
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林朝琴 In Site Monitoring System for High-Clearance Scaffold Shores |
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林朝琴 |
title |
In Site Monitoring System for High-Clearance Scaffold Shores |
title_short |
In Site Monitoring System for High-Clearance Scaffold Shores |
title_full |
In Site Monitoring System for High-Clearance Scaffold Shores |
title_fullStr |
In Site Monitoring System for High-Clearance Scaffold Shores |
title_full_unstemmed |
In Site Monitoring System for High-Clearance Scaffold Shores |
title_sort |
in site monitoring system for high-clearance scaffold shores |
publishDate |
2000 |
url |
http://ndltd.ncl.edu.tw/handle/08365217457320186114 |
work_keys_str_mv |
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