周炳章       （北京市建筑设计研究院  100045）

[提要]  砌体结构作为我国传统的建筑形式，仍在我国各类建筑中占有十分重要的位置。砌体结构的抗震设计进展也始终为结构工程师所关注。结合新抗震设计规范，介绍了约束砌体中构造柱间距的设置原则及其抗震承载力的计算；配筋砌体结构抗剪承载力的影响因素及抗剪设计应满足的条件；各种砌体结构抗震措施的基本要求等。可供工程人员在运用新的抗震设计规范时参考。
[关键词]  砌体结构  抗震设计  规范  构造柱  配筋砌体  构造措施

Masonry structure is an important type in China. The aseismic design development of masonry structure is always concerned by engineers.Combined with the Code for Seismic Design of Building( GB5001-2001 ), the disposal principle forspacing of constructional columns in restraining masonry structure, the calculation of aseismic bearing capacity of constructional columns, the influencing factors of shear capaclty of reinforced masonry,the condition to be satisfied in shear design, and the demand for aseismlc measure of different masonry structure are introduced for reference to engineers.
Keywords:  masonry structure; aseismic design; code; constructional column; reinforced masonry; construction