A three-dimensional finite element dynamical analysis model of a frame-supported wall-beam is established by the finite element procedure.

Based on the shock-resistant characteristics of under-frame-shear-wall masonry building,the paper presents some recommendations about proper numerical measure and arrangement of shock-resistant wall,the design of shock-resistant wall and frame-bear continue girder,which can be referred to in structure design.

Research on Load-Bearing Performance and Design Method of Frame-Supported Multi-Ribbed Wall Beam;

Considering the factors of height-to-span ratio of the trimmer beam,height-to-span ratio of the wall and height-to-length ratio of the bottom frame column section,the orthogonal design of one-span frame-supported multi-ribbed wall beam without opening was done and the internal forces of the trimmer beam were calculated with the finite element method.

Considering the factors of height-to-span ratio of the trimmer beam,height-to-span ratio of the wall,section height-to-length ratio of the bottom frame column and the position of the opening in the wall,the orthogonal design of single-span frame-supported multi-ribbed wall beam with opening is done and the influence of the opening on the internal force of the trimmer beam is analyzed.