202310 bcchVersion of RecordOthersNational Natural Science Foundation of China; Beijing NOVA program 2016Publishe
Experimental local buckling of fabricated high-strength steel tubular columns, M.S. thesis, Octobe
A testing and numerical modelling programme has been conducted to investigate the flexural buckling ...
Ferritic stainless steels, with their lower nickel content, supplement the desirable features offere...
This Master Thesis consists of the development of an experimental program related to the flexural bu...
The paper presents an investigation on welded stainless steel I-section columns. In total, 22 experi...
An experimental study on the strength resistance and minor-axis flexural buckling behaviour of auste...
In parallel with an experimental investigation of the flexural buckling behaviour of built-up stainl...
The flexural buckling behavior of columns with open sections such as angles is complex due to their ...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX79103 / BLDSC - British Library Do...
This material may be downloaded for personal use only. Any other use requires prior permission of th...
This report describes research carried out at the University of Sydney to study the interaction of l...
This report describes an experimental program carried out at the University of Sydney to study the i...
Nowadays, the codified procedure for design of centrically compressed cold-formed stainless steel (C...
Currently, there is still no explicit design approach for cold-formed stainless steel columns with e...
While the nominal material properties given in material specifications are suitable for design purpo...
Experimental local buckling of fabricated high-strength steel tubular columns, M.S. thesis, Octobe
A testing and numerical modelling programme has been conducted to investigate the flexural buckling ...
Ferritic stainless steels, with their lower nickel content, supplement the desirable features offere...
This Master Thesis consists of the development of an experimental program related to the flexural bu...
The paper presents an investigation on welded stainless steel I-section columns. In total, 22 experi...
An experimental study on the strength resistance and minor-axis flexural buckling behaviour of auste...
In parallel with an experimental investigation of the flexural buckling behaviour of built-up stainl...
The flexural buckling behavior of columns with open sections such as angles is complex due to their ...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX79103 / BLDSC - British Library Do...
This material may be downloaded for personal use only. Any other use requires prior permission of th...
This report describes research carried out at the University of Sydney to study the interaction of l...
This report describes an experimental program carried out at the University of Sydney to study the i...
Nowadays, the codified procedure for design of centrically compressed cold-formed stainless steel (C...
Currently, there is still no explicit design approach for cold-formed stainless steel columns with e...
While the nominal material properties given in material specifications are suitable for design purpo...
Experimental local buckling of fabricated high-strength steel tubular columns, M.S. thesis, Octobe
A testing and numerical modelling programme has been conducted to investigate the flexural buckling ...
Ferritic stainless steels, with their lower nickel content, supplement the desirable features offere...
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