混凝土夹芯复合墙板结构抗震性能研究
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(浙江大学建筑设计研究院, 杭州 310028)[摘要]分析研究了混凝土夹芯复合墙板结构在地震作用下弹性和弹塑性的动力特性。结果表明,在结构布置合理的情况下,混凝土夹芯复合墙板体系能满足《建筑抗震设计规范》设防水准的要求,具有很好的抗震性能。依据混凝土夹芯复合墙板的特点,提出了增强该结构体系抗震性能目标的具体抗震构造措施,可为其应用研究参考。[关键词]混凝土夹芯复合墙板; 墙板结构; 抗震性能; 抗震构造措施中图分类号:TU528.59,TU528.72 文献标识码:A 文章编号:1002-848X(2013)15-0097-04Research on the seismic performance of the reinforce concrete sandwich wall-panel structureJiang Jinliang, Gan Gang(Architectural Design and Research Institute of Zhejiang University, Hangzhou 310028, China)Abstract: The dynamic character of the elasticity and elasto-plastic subjected to the earthquake is discussed. The results indicate that reinforce concrete sandwich wall-panel can meet the precautionary criterion requirement of the Code for seismic design of buildings, and has good seismic performance. The details of seismic design is presented to improve the performance objective of the structure, according to the character of reinforce concrete sandwich wall-panel. The results can be used for reference to the research and application of the structure system.Keywords: reinforce concrete; sandwich wall-panel; seismic performance; details; seismic design; panal wall structure作者简介:蒋金梁,硕士,高级工程师,Email:hzjiangjinl@163.com。参考文献[1]蒋金梁,干钢.混凝土夹芯复合墙板热工性能研究 [J]. 新型建筑材料,2011(5):27-30.[2]蒋金梁,干钢,金伟良.混凝土夹芯复合墙板非线性有限元分析 [J]. 建筑结构学报,2010,31(S1):319-326.[3]张同亿,于庆荣,吴敏哲,等.复合墙板承载力的试验研究[J].建筑结构,2001, 31(9):28-31.[4]GB 50011—2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社,2010.