The sheathing-to-framing joints are the primary influencing factors of the light wood-framed shear walls.

Effect of variable upper stiffness on the performance of wood shear walls;

This paper introduces the overseas test research results of wood shear walls from 1980s to present.

Seismic response of irregular frame-shear wall structures;

Firstly characters of frame-shear wall structure are introduced in this paper.

In order to investigate the seismic torsional response of base-isolated structures with frame-shear walls,the lateral-torsion coupling vibration model and the corresponding motion equation are formulated for the high-storey structure with frame-shear wall and isolated foundation under seismic action.

Fair-faced concrete construction of frame-shear wall structure;

Time history response analysis of cooperative effects of the tall frame-shear wall structure-piles-soil system;

In earlier calculation models,the stiffness centers in frame-shear wall structures have been located by the structural torsion stiffness.

The rationality of the limit value of axial compression ratio of columns in frame-shear wall structures is researched from the viewpoints of deformation capacity and yielding mecha-nism in this paper.