For some cable-stayed bridges with ultra-high piers in mountainous regions, the main pier type is single-leg hollow thin-walled piers. To study the nonlinear behavior of the thin-walled hollow bridge piers, two rectangular pier specimens have been tested under quasi-static cyclic lateral displacement and different axial loads. For easier. The utility model belongs to the technical field of bridge construction, and particularly relates to a thin-wall hollow pier capping concrete support cover plate which comprises a cover plate body, wherein the bottom end of the cover plate body is fixedly connected with a connecting ring, two. Due to the topographical constraints in mountainous areas, hollow thin-walled high piers are typically employed for highway bridges. To enhance the stability of these high piers, both transverse and vertical diaphragms are usu-ally installed, which, however, increases construction difficulty and. To enhance the understanding of the seismic behavior of reinforced concrete (RC) hollow piers, a sensitivity analysis of design parameters is conducted. A novel analytical model named the Axial–Flexure–Shear-Interaction-Membrane-Beam-Truss-Element-Model (AFSI-MBTEM) is proposed to account for the. The hysteresis behavior, skeleton curve, displacement ductility energy-dissipating capacity of the thin-walled hollow pier under the combined action of the bending, pressing, and shearing were discussed in this thesis.