高性能复合框架的发展及其抗震性能

N. Krstulovic-Opara, Kilar
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引用次数: 0

摘要

本文介绍了高性能纤维增强混凝土(HPFRC)构件的实验评估行为,这些构件表现出特别理想的抗震性能,如高抗拉强度和延性。对四层高性能复合框架(HPCF)建筑的地震反应进行了分析研究,并与抗震设计的钢筋混凝土框架进行了比较。HPCF总体地震反应良好。与参考建筑相比,它表现出较慢的强度和刚度退化,较低的顶部位移和层漂移。
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Development and Seismic Behavior of High-Performance Composite Frames
This paper presents experimentally evaluated behavior of high performance fiber reinforced concrete (HPFRC) members that exhibit features particularly desirable for increasing earthquake resistance such as high tensile strength and ductility. The seismic response of a four story high performance composite frame (HPCF) building is investigated analytically and compared to that of a seismically designed reinforced concrete frame. HPCF reached an overall good seismic response. As compared to the reference building, it exhibited slower strength and stiffness degradation, lower top displacement and story drifts.
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