This theory is extended for the influence of shear stress, and it is shown to be the only way to explain the combined bending-shear strength from test results. Also, the in the past derived bearing strength theory is extended here for bracing action. It will be shown for continuous beams ...
This theory is extended for the influence of shear stress, and it is shown to be the only way to explain the combined bending-shear strength from test results. Also, the in the past derived bearing strength theory is extended here for bracing action. It will be shown for continuous beams ...
In order to improve our understanding of the lateral load response of reinforced concrete columns, extensive experimental and analytical research has been ... S Bae,O Bayrak 被引量: 9发表: 2006年 A deflection, buckling and stress investigation into telescopic cantilever beams The telescoping cantilev...
A new systematic approach is presented to derive the cross-section deformation modes of thin-walled beams with arbitrary sections within the framework of a higher-order beam theory (HoBT). New sets of higher-order modes, in this case warping and distortion, are derived hierarchically from the ...