The distribution of storey shearing force in frame-shear wall structure is discussed.

The concept of subjection degree in fuzzy theory is applied to the checking calculation of earthquake resistance of multistouy masonry buildings The problem on the distribution of the floor horizontal shear forces among the walls is discussed The method of distribution of floor seismic shear forces is improved to a perfect degre

Secondary holing in the brick wall changes the lateral rigidity of the wall, damages the structure integrity, especially the earthquake shearing force distribution in the force bearing wall, has direct effect on the original design.

Simplified calculation of horizontal seismic action and seismic shear of multi-story interior frame structure using force coefficients

Calculation methods on shear strength in a storey for R C frames with special-shaped columns;