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In recent years , due to the multi - storey brick structure selection of convenient , simple construction , short construction period , and low cost , has become our most widely used in the current building - the architectural forms . However, the multi-storey building made of brick ductility , deformation capacity , poor seismic performance , higher destruction rate in the the previous devastating earthquake in . Earthquake damage information analysis , where the preserved brick structure in the high- intensity area housing , in addition to the site land -based structure layout and construction quality of the brick building meet seismic requirements , architectural and structural construction measures is very important reasons. Thesis conducted the following analysis and research : (1 ) starting from the structural characteristics of the multi-storey building made of brick and propose two seismic methods , namely passive shock method and active shock method , on the of multilayer brick structure housing earthquake comprehensive system of analysis . (2 ) Summary of the of multilayer brick structure housing Damage of the seismic design , and on this basis the node structure of the structural members , rod - sectional design as well as between the various components connection given specific seismic structure practice reference available for the construction and technical personnel . ( 3 ) traditional seismic design is only stressed to enhance the strength and toughness of the building structure itself , the paper by active shock method , once again raised the base isolation technology is a multi-storey building made of brick most effective seismic measures , specifically the two types of domestic common and more mature research base isolation technology and its structure practice , summed up the two kinds of base isolation scheme for multi-storey building made of brick in the towns and villages region .
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