Mechanical model of the H-beam with corrugated webs were established,and the webs\' academic formulas of shear strength was put forward based upon both the plate partial buckling and global buckling theory.

Structural load-bearing analysis and design analysis of beams with corrugated steel webs;

Research on Dynamic Characteristic of Concrete Box-Girder with Corrugated Steel Webs;

Shear buckling property of corrugated steel webs

Ultimate strength analysis and test analysis for externally prestressed composite beams with corrugated steel webs;

Based on the original structure,a testing model with one - to - four scale of PC composite box girder with corrugated steel webs was made to research the torsional mechanical properties of the composite box girders.

the corrugated web steel beam,is introduced.

The section of traditional portal rigid frame are constant cross-section and wedge shape variable cross-section,this paper brings up a component cross-section—ripple web plate variable cross-section.

This paper applies the finite-element method for beam of variable section and the programming language of MATLAB to analyze the buckling strength of whole-corrugated web H-beam under axial pressure, and the comparison with constant cross-section H-beam shows the superiority of whole-corrugated web H-beam.