（北京三茂建筑工程检测鉴定有限公司，北京 100873）
［摘要］对超过《建筑抗震鉴定标准》（GB50023—2009）规定层数的多层砖房教学楼的抗震加固方案进行了探讨，根据既安全又经济的抗震设防原则，介绍了砌体墙与钢筋混凝土墙组合结构的抗震性能，探讨了多层砌体教学楼抗震加固为砌体墙与钢筋混凝土墙组合结构房屋的有关计算方法与构造要求。
［关键词］多层砌体教学楼；组合结构；抗震性能
Discussion on composite structure made up of masonry wall and reinforced concrete wall for  seismic reinforcement of multi-story masonry school buildings
Gao Xiaowang, Gao Wei, Liu Jia, Zhang Yilei, Li Qingyang(Beijing Sanmao Test & Appraisal of Construction Engineering Co., Ltd., Beijing 100873, China)
Abstract:The schemes of seismic reinforcement about multi-story masonry school buildings which exceed the floor numbers stipulated in Standard for seismic appraisal of buildings（GB50023—2009） were discussed. Based on the seismic fortification principles of safety and economy, seismic behavior of the composite structure which was made up of masonry wall and reinforced concrete wall was introduced. The relative calculation method and construction requirement of the composite structural buildings were studied.
Keywords:multi-story masonry school buildings; composite structure; seismic behavior
作者简介：高小旺，博士，研究员，Email:gaoxwaaa@sina.com。
参考文献
［1］高小旺，等.砖墙与钢筋混凝土墙组合结构抗震性能和设计方法的研究［R］.北京：中国建筑科学研究院工程抗震研究报告，1997.
［2］高小旺，等.八层砖墙与钢筋混凝土墙组合结构1/2比例模型抗震试验研究［J］.建筑结构学报，1999,20(1).