多高层建筑钢筋混凝土结构抗震设计

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第五章. 多高层建筑钢筋混凝土结构抗震设计. 5.1 多高层钢筋混凝土结构的震害及其分析 5.2 选型、结构布置和设计原则 5.3 钢筋混凝土框架结构的抗震设计 5.4 抗震墙结构的抗震设计 5.5 框架 — 抗震墙结构的抗震设计 5.6 高强混凝土结构的抗震设计要求. § 5.1 多高层钢筋混凝土结构的震害及其分析. 5.1.1 结构布置不合理而产生的震害. 结构布置不合理而产生的震害主要有:. 1. 扭转破坏. 2. 薄弱层破坏. 3. 应力集中. 4. 防震缝处碰撞. 扭转破坏. 旋转轴. 图 5-1 平面为 L 形的建筑. - PowerPoint PPT Presentation

Transcript of 多高层建筑钢筋混凝土结构抗震设计

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  • 5.1

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