Experimental Research of a Steel Frame with Cantilever Beam Spliced Joints under Surface Deformation
Structural additional force and deformation of a single-level, single span steel frame with cantilever beam spliced joints under the horizontal deformation and vertical deformation were researched by a physical simulation experiment. The results showed that the horizontal tensile-compression deformation is the most unfavorable to the frame. However, the frame was still in elastic stage and can resume normal work status after unloading, which make it a good anti-deformation performance.
Chaohe Chen, Yong Huang and Guangfan Li
J. W. Xia et al., "Experimental Research of a Steel Frame with Cantilever Beam Spliced Joints under Surface Deformation", Advanced Materials Research, Vols. 243-249, pp. 443-446, 2011