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在我国,多层砌体结构是应用最为广泛的结构形式之一,其设计的重要性也值得关注。GB50011—2001《建筑抗震设计规范》给出了抗震区砌体结构的设计准则,GB 50003—2001《砌体结构设计规范》是抗震区与非抗震区砌体结构的设计指导准则,与前者相比,GB 50003—2001涵盖的非抗震区砌体结构在限制结构的高度、层数、高宽比、圈梁和构造柱等方面存在值得商榷之处,对此提出修改建议。
In our country, the multi-story masonry structure is one of the most widely used structural forms, and the importance of its design is also worth noting. GB50011-2001 Code for Design of Seismic Design of Buildings gives the design criteria for masonry structures in earthquake-resistant areas. GB 50003-2001 “Code for Design of Masonry Structures” is the design guideline for masonry structures in earthquake-resistant areas and non- Compared to GB 50003-2001 covers non-earthquake-resistant masonry structures in the limit structure height, number of layers, aspect ratio, ring beam and structural columns and other aspects of the debatable, put forward suggestions for the amendment.