@article{(Open Science Index):https://publications.waset.org/pdf/10001701,
	  title     = {Lateral Torsional Buckling of Steel Thin-Walled Beams with Lateral Restraints},
	  author    = {Ivan Balázs and  Jindřich Melcher},
	  country	= {},
	  institution	= {},
	  abstract     = {Metal thin-walled members have been widely used in
building industry. Usually they are utilized as purlins, girts or ceiling
beams. Due to slenderness of thin-walled cross-sections these
structural members are prone to stability problems (e.g. flexural
buckling, lateral torsional buckling). If buckling is not
constructionally prevented their resistance is limited by buckling
strength. In practice planar members of roof or wall cladding can be
attached to thin-walled members. These elements reduce
displacement of thin-walled members and therefore increase their
buckling strength. If this effect is taken into static assessment more
economical sections of thin-walled members might be utilized and
certain savings of material might be achieved. This paper focuses on
problem of determination of critical load of steel thin-walled beams
with lateral continuous restraint which is crucial for lateral torsional
buckling assessment.},
	    journal   = {International Journal of Structural and Construction Engineering},
	  volume    = {9},
	  number    = {6},
	  year      = {2015},
	  pages     = {730 - 735},
	  ee        = {https://publications.waset.org/pdf/10001701},
	  url   	= {https://publications.waset.org/vol/102},
	  bibsource = {https://publications.waset.org/},
	  issn  	= {eISSN: 1307-6892},
	  publisher = {World Academy of Science, Engineering and Technology},
	  index 	= {Open Science Index 102, 2015},
	}