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首页> 外文会议>Structural Engineers Association of California and Structural Engineers Association of New Mexico Convention 2012 >The Performance of Concrete Structures in the Canterbury Earthquakes: Lessons for Concrete Buildings
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The Performance of Concrete Structures in the Canterbury Earthquakes: Lessons for Concrete Buildings

机译：坎特伯雷地震中混凝土结构的性能：混凝土建筑的经验教训

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摘要

The performance of a range of structures when subjected to significant earthquakes will be described. The emphasis is on reinforced concrete buildings (including frames and walls). The fundamental issues that affect structures will be highlighted: failure and collapse modes; maintenance of load paths; interaction of primary structural elements (e.g. floor diaphragms and vertical elements) and that of secondary elements such as stairs and ramps; structural systems that may employ zones of inelastic behavior, resulting in "ductility". Observation of structural performance during earthquakes will be used to illustrate the issues noted. Examples of changes in design practice resulting from the observations will be presented.
机译：将描述一系列结构在遭受强烈地震时的性能。重点是钢筋混凝土建筑物（包括框架和墙壁）。将重点介绍影响结构的基本问题：破坏和倒塌模式；维护装载路径；主要结构元素（例如地板隔板和垂直元素）与次要元素（例如楼梯和坡道）的相互作用;可能采用非弹性行为区域的结构系统，导致“延性”。观察地震期间的结构性能将用于说明所指出的问题。将介绍观察到的设计实践中的变化示例。

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