Experimental investigation of thin-walled structural steel members and connections
Thin-walled structural steel members and connections are being used increasingly because of its favourable strength-to-weight ratio, versatile sectional configurations and ease of erection for structural applications. The purpose of this report is to present four (4) main areas of experimental inves...
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sg-ntu-dr.10356-51732023-03-03T16:43:42Z Experimental investigation of thin-walled structural steel members and connections Chiew, Sing Ping. School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design Thin-walled structural steel members and connections are being used increasingly because of its favourable strength-to-weight ratio, versatile sectional configurations and ease of erection for structural applications. The purpose of this report is to present four (4) main areas of experimental investigation involving such members and connections, namely: 1. Thin-walled steel channels with complex stiffeners subject to pure axial compression. 2. Thin-walled Z-sections with simple and complex stiffeners subject to major axis bending. 3. Thin-walled stainless steel rectangular hollow sections subject to compression. 4. Thin-walled overlapped K-Joints subject to chord face failure. 2008-09-17T10:31:11Z 2008-09-17T10:31:11Z 2004 2004 Research Report http://hdl.handle.net/10356/5173 Nanyang Technological University application/pdf |
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DRNTU::Engineering::Civil engineering::Structures and design Chiew, Sing Ping. Experimental investigation of thin-walled structural steel members and connections |
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Thin-walled structural steel members and connections are being used increasingly because of its favourable strength-to-weight ratio, versatile sectional configurations and ease of erection for structural applications. The purpose of this report is to present four (4) main areas of experimental investigation involving such members and connections, namely: 1. Thin-walled steel channels with complex stiffeners subject to pure axial compression. 2. Thin-walled Z-sections with simple and complex stiffeners subject to major axis bending. 3. Thin-walled stainless steel rectangular hollow sections subject to compression. 4. Thin-walled overlapped K-Joints subject to chord face failure. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Chiew, Sing Ping. |
format |
Research Report |
author |
Chiew, Sing Ping. |
author_sort |
Chiew, Sing Ping. |
title |
Experimental investigation of thin-walled structural steel members and connections |
title_short |
Experimental investigation of thin-walled structural steel members and connections |
title_full |
Experimental investigation of thin-walled structural steel members and connections |
title_fullStr |
Experimental investigation of thin-walled structural steel members and connections |
title_full_unstemmed |
Experimental investigation of thin-walled structural steel members and connections |
title_sort |
experimental investigation of thin-walled structural steel members and connections |
publishDate |
2008 |
url |
http://hdl.handle.net/10356/5173 |
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1759852966710345728 |