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首页> 外文会议>ASME(American Society of Mechanical Engineers) Pressure Vessels and Piping Conference vol.8: Seismic Engineering; 20050717-21; Denver,CO(US) >CYCLIC PERFORMANCE OF TWO-STORY DUCTILE RC FRAMES WITH INFILL WALLS
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CYCLIC PERFORMANCE OF TWO-STORY DUCTILE RC FRAMES WITH INFILL WALLS

机译：带填充墙的两层延性RC框架的循环性能

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摘要

This paper presents the results of the experimental and analytical investigations conducted on four 0.8 scale 2-story one bay ductile reinforced concrete frames with infill nonstructural walls subjected to cyclically increasing loads. The material properties and the member sizes of beams and columns in the four RC frame specimens are identical, but with different types of infill nonstructural wall. These four frames are the pure frame, frame with short column, frame with short beam and frame with wing walls. The four RC frame specimens were designed and constructed according to the general prototype building structures in Taiwan. Test results indicate that the ductility behavior of the frames with infill wall is similar to those of the pure frame. The ultimate base shear strength of the frames with infill walls is higher than those of the pure frame. Analytical results show that the proposed simplified multi-linear beam-column element implemented in a general purpose structural analysis program can accurately simulate the cyclic responses of the RC frame specimen incorporating the elastic flexural stiffness computations suggested by the model building codes.
机译：本文介绍了在四个0.8比例2层的一湾延性钢筋混凝土框架上进行的试验和分析研究的结果，这些框架具有填充非结构墙，并且承受周期性增加的载荷。四个RC框架试样中梁和柱的材料特性和构件大小相同，但填充非结构墙类型不同。这四个框架是纯框架，短柱框架，短梁框架和翼墙框架。根据台湾的一般原型建筑结构设计和建造了四个钢筋混凝土框架标本。测试结果表明，带有填充墙的框架的延展性行为与纯框架相似。带填充壁的框架的极限抗剪强度高于纯框架。分析结果表明，在通用结构分析程序中实施的拟议简化多线性梁柱单元可以准确地模拟RC框架标本的循环响应，并结合了模型构建规范建议的弹性挠曲刚度计算。

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