An efficient method for computation of effective length factor of columns in a steel gabled frame with tapered members
2008 ◽
Vol 64
(4)
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pp. 400-406
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2009 ◽
Vol 135
(9)
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pp. 1034-1039
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1997 ◽
Vol 123
(3)
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pp. 313-320
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STABILITY AND SIMULATION-BASED DESIGN OF STEEL SCAFFOLDING WITHOUT USING THE EFFECTIVE LENGTH METHOD
2003 ◽
Vol 03
(04)
◽
pp. 443-460
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2011 ◽
Vol 243-249
◽
pp. 897-902
1989 ◽
Vol 115
(1)
◽
pp. 149-165
◽
1998 ◽
Vol 124
(10)
◽
pp. 1230-1231
Effective length factor for columns in braced frames considering axial forces on restraining members
2006 ◽
Vol 22
(6)
◽
pp. 685-700
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