The Investigation of the Behavior and Strength of Cold-Formed Steel Wall Frame under Compression

碩士 === 朝陽科技大學 === 營建工程系碩士班 === 91 === The role of bracing utilized in the cold-formed steel wall framing not only can connect studs but also can increase the axial loads. It is necessary to use the bracing for walls higher than 3 m. The wall framing system used in the domestic market are most in the...

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Main Authors: Chien-Li Chen, 陳建利
Other Authors: Chi-Ling Pan
Format: Others
Language:zh-TW
Published: 2003
Online Access:http://ndltd.ncl.edu.tw/handle/07187151693195273679
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spelling ndltd-TW-091CYIT55820272015-10-13T15:01:28Z http://ndltd.ncl.edu.tw/handle/07187151693195273679 The Investigation of the Behavior and Strength of Cold-Formed Steel Wall Frame under Compression 冷軋型鋼框架系統受壓強度之探討 Chien-Li Chen 陳建利 碩士 朝陽科技大學 營建工程系碩士班 91 The role of bracing utilized in the cold-formed steel wall framing not only can connect studs but also can increase the axial loads. It is necessary to use the bracing for walls higher than 3 m. The wall framing system used in the domestic market are most in the residential and commercial buildings. Different from other countries, channel bridging as the type of bracing and silicate boards as the wall sheathing are very common to observe in Taiwan. Therefore, it is important and interested to investigate the behavior of the domestic cold-formed steel wall framing system. Cold-formed steel wall framing consists of several wall studs acting as columns, top and bottom tracks and bracing members. In the assembly of wall framing, self-drilling screws are used to connect tracks and bracing members to the studs. This study is concentrated on the strength of cold-formed steel wall framing with or without bracing. The comparisons were made between the test results and the predictions computed based on AISI-Code and AS/NZS 4600-Code. The effective length factors for the cold-formed steel framing under compression are not clearly defined and provided in the related specification. The suggested effective length factors are proposed according to the test evaluation. A software named SAP2000 was also conducted to simulate the behavior of wall framing in this research. Based on the test results, the strength of cold-formed steel wall framing was found to be increased by using bracing, and the buckling mode was observed to be different due to the change of bracing type. Several other factors such as member length, member dimension, and material thickness can affect the strength of cold-formed steel wall framing. In addition, the spacing of wall studs is also a important factor to the strength of wall framing. Chi-Ling Pan 潘吉齡 2003 學位論文 ; thesis 98 zh-TW
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description 碩士 === 朝陽科技大學 === 營建工程系碩士班 === 91 === The role of bracing utilized in the cold-formed steel wall framing not only can connect studs but also can increase the axial loads. It is necessary to use the bracing for walls higher than 3 m. The wall framing system used in the domestic market are most in the residential and commercial buildings. Different from other countries, channel bridging as the type of bracing and silicate boards as the wall sheathing are very common to observe in Taiwan. Therefore, it is important and interested to investigate the behavior of the domestic cold-formed steel wall framing system. Cold-formed steel wall framing consists of several wall studs acting as columns, top and bottom tracks and bracing members. In the assembly of wall framing, self-drilling screws are used to connect tracks and bracing members to the studs. This study is concentrated on the strength of cold-formed steel wall framing with or without bracing. The comparisons were made between the test results and the predictions computed based on AISI-Code and AS/NZS 4600-Code. The effective length factors for the cold-formed steel framing under compression are not clearly defined and provided in the related specification. The suggested effective length factors are proposed according to the test evaluation. A software named SAP2000 was also conducted to simulate the behavior of wall framing in this research. Based on the test results, the strength of cold-formed steel wall framing was found to be increased by using bracing, and the buckling mode was observed to be different due to the change of bracing type. Several other factors such as member length, member dimension, and material thickness can affect the strength of cold-formed steel wall framing. In addition, the spacing of wall studs is also a important factor to the strength of wall framing.
author2 Chi-Ling Pan
author_facet Chi-Ling Pan
Chien-Li Chen
陳建利
author Chien-Li Chen
陳建利
spellingShingle Chien-Li Chen
陳建利
The Investigation of the Behavior and Strength of Cold-Formed Steel Wall Frame under Compression
author_sort Chien-Li Chen
title The Investigation of the Behavior and Strength of Cold-Formed Steel Wall Frame under Compression
title_short The Investigation of the Behavior and Strength of Cold-Formed Steel Wall Frame under Compression
title_full The Investigation of the Behavior and Strength of Cold-Formed Steel Wall Frame under Compression
title_fullStr The Investigation of the Behavior and Strength of Cold-Formed Steel Wall Frame under Compression
title_full_unstemmed The Investigation of the Behavior and Strength of Cold-Formed Steel Wall Frame under Compression
title_sort investigation of the behavior and strength of cold-formed steel wall frame under compression
publishDate 2003
url http://ndltd.ncl.edu.tw/handle/07187151693195273679
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