Setting reinforced structural concrete column and ring beam is the most effective measure to improve the seismic capacity of masonry structure.In view of the complex process of the traditional R.C.structural concrete column and ring beam

a simple form of High Performance Ferrocement Laminate（HPFL）and brick masonry combined structural concrete column and ring beam was proposed

which is useful for masonry structures in the vast rural areas.The full-scale model experiment was taken to observe and analyze the aseismic ability of HPFL narrow strip combined structural concrete column and ring beam.The experimental results show that

HPFL narrow strip combined structural concrete column and ring beam has obviously aseismic capability

HPFL can strengthen brick masonry buildings which are existing and is suitable for new housing.Using HPFL narrow strip combined structural concrete column and ring beam to replace traditional structural concrete column and ring beam is feasible.According to experiment results and theoretical analysis

the horizontal earthquake seismic effect on masonry structure can be divided into that on walls and that on frame system two parts to analyse and calculate

a calculation formula is proposed for HPFL narrow strip combined structural concrete column and ring beam

which may give a reference to engineering structural design.