文档介绍：Classified Index: TU3 :624 Dissertation for the Master Degree in Engineering SEISMIC PERFOR MANCE ANALYSIS AND DESIGN OF REINFORCED CONCRETE INFILLED FRAME STRUC TURE Candidate: Hu Yanrong Supervisor: Prof. Teng Jun Academic Degree Applied for: Master of Engineering Speciality: Civil Engineering Affiliation: Shenzhen Graduate Scho ol Date of Defence: June, 20 10 Degree -Conferring -Institution :Harbin Institute of Technology 哈尔滨工业大学工学硕士学位论文- I - 摘要钢筋混凝土框架填充墙结构因其设计、施工方便且空间布置灵活因而广泛应用于我国的办公楼、商业建筑及住宅中。在汶川地震中, 框架填充墙结构损伤严重,主要震害表现为填充墙产生裂缝、坍塌等破坏。事实上, 现行设计中常将填充墙作为非结构构件处理,国内规范对框架结构基本周期乘以 ~ 的折减系数来考虑填充墙的影响, 实质上依然按照纯框架结构来计算。因此, 本文结合汶川地震中的震害实例, 分析框架填充墙结构的抗震性能并提出合理的抗震性能评价方法。主要研究内容与结果如下: 利用大型通用有限元软件 ABAQUS 针对汶川地震中某严重破坏的钢筋混凝土框架填充墙结构进行仿真建模, 并进行动力弹塑性分析。从最大水平位移、层间位移角、等效塑性应变及填充墙的裂缝等方面与实际结构在汶川地震中的震害进行了对比分析,从而验证了模型所选参数和建模方法的合理性。针对汶川地震中框架填充墙结构出现的典型震害, 分别从填充墙沿楼层高度方向布置形式、层数、填充墙的开洞率和构造措施等四个方面研究了框架填充墙结构的抗震性能。结果表明: 填充墙沿楼层高度不均匀布置对框架结构抗震不利;填充墙开洞过大易产生短柱破坏; 高度越高的框架填充墙结构的变形曲线略显“弯剪型”的复合变形特征; 合理的构造措施可有效阻止贯穿型大裂缝的出现等。以层间位移角为量化指标对主体框架和填充墙分别提出了性态化设计目标, 并基于利用能力谱法对框架填充墙结构的抗震性能水平进行了评价。最后就规范对框架填充墙结构周期进行折减的合理性进行了验证。关键词: 框架填充墙结构;抗震性能; 数值仿真;能力谱法哈尔滨工业大学工学硕士学位论文- II - Abstract Reinforced concrete infilled frame stru cture is convenient to design and construc t and flexib le to arrange spatial ly, therefore in China it is w idely used in office, commercial and residential buildings . In Wenchuan e arthquake , infilled frame stru cture severely injured, especially there are c racks , collapse damage or other damages in infilled wall s. In fact, p resent study often considers the infilled wall sas non -ponents, and in Chinese n orm the basic period of infilled frame structure is multiplied by the reduction factor of to to take into account the impact of infilled wall , in essence, it is still calculated in accordance with pure frame structure, so this method is not reasonable. Based on various typical damage s in Wenchuan earthquake , the thesis a naly s es t