Title on author’s file: Lateral torsional buckling of partially restrained beams of S690 welded I-sections202203 bcfcAccepted ManuscriptRGCOthersResearch Committee of Hong Kong PolyU; the Chinese National Engineering Research Centre for Steel Construction; Innovation and Technology Funds of HKSAR & Hong Kong PolyUPublishe
EN 1993-1-1 gives stability design rules for columns, beams and beam & ndash;columns up to S460, whe...
In the design of hot rolled steel structures, stability is one of the most important considerations...
The numerical and experimental determination of the buckling design moment of steel I beams is influ...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX94477 / BLDSC - British Library Do...
The study shows the results of theoretical investigations into lateral torsional buckling of bisymme...
This study aims to investigate the lateral torsional buckling of I-shaped cross-section beams fabric...
SIGLEAvailable from British Library Document Supply Centre- DSC:D41631/82 / BLDSC - British Library ...
To perform geometrically and materially nonlinear analyses including imperfec-tions for steel beam l...
SIGLEAvailable from British Library Document Supply Centre- DSC:8127.922(SCI-Pub--093) / BLDSC - Bri...
publisher: Elsevier articletitle: Combined web distortional and lateral-torsional buckling of partia...
IPN and IPE sections, which are commonly used European I shapes, are widely used in steel structures...
IPN and IPE sections, which are commonly used European I shapes, are widely used in steel structures...
EN 1993-1-1 gives stability design rules for columns, beams and beam & ndash;columns up to S460, whe...
In the design of hot rolled steel structures, stability is one of the most important considerations...
The numerical and experimental determination of the buckling design moment of steel I beams is influ...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
SIGLEAvailable from British Library Document Supply Centre- DSC:DX94477 / BLDSC - British Library Do...
The study shows the results of theoretical investigations into lateral torsional buckling of bisymme...
This study aims to investigate the lateral torsional buckling of I-shaped cross-section beams fabric...
SIGLEAvailable from British Library Document Supply Centre- DSC:D41631/82 / BLDSC - British Library ...
To perform geometrically and materially nonlinear analyses including imperfec-tions for steel beam l...
SIGLEAvailable from British Library Document Supply Centre- DSC:8127.922(SCI-Pub--093) / BLDSC - Bri...
publisher: Elsevier articletitle: Combined web distortional and lateral-torsional buckling of partia...
IPN and IPE sections, which are commonly used European I shapes, are widely used in steel structures...
IPN and IPE sections, which are commonly used European I shapes, are widely used in steel structures...
EN 1993-1-1 gives stability design rules for columns, beams and beam & ndash;columns up to S460, whe...
In the design of hot rolled steel structures, stability is one of the most important considerations...
The numerical and experimental determination of the buckling design moment of steel I beams is influ...