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Systems for long-span buildings (column-free spaces of more than 100 feet, or 30 metres) include tension and compression systems (subject to bending) and funicular systems, which are shaped to experience either pure tension or pure compression.
Structural systems for long-span buildings can be classified into two groups: those subject to bending, which have both tensile and compressive forces, and funicular structures, which experience either pure tension or pure compression.
b CVs of rGO-PEDOT/PSS after being subject to bending.
Experimental results demonstrated that steel beams developed lateral-torsional buckling when subject to bending moment.
Profiles were subject to bending in the plane of the lowest second moment of area.
In addition, we carry out several experimental tests on cross-laminated timber panels subject to bending, shear and compression loads.
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The tower tubes are mainly subjected to bending.
Finally, beams with TRSSC are subjected to bending test.
The beams are subjected to bending, shear, and torsion.
Strip drawing experiments were conducted to test coatings subjected to bending under tension with sliding contact.
Shallow footings are subjected to bending moments and horizontal forces in addition to vertical loads.
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