Seismic behavior of high-performance fiber reinforced cementitious composites columns with limited reinforcement details

被引：3

作者：

Han, Sang Whan ^{[1
]}

Kang, Hojae ^{[1
]}

机构：

[1] Hanyang Univ, Dept Architectural Engn, Seoul 04763, South Korea

来源：

ENGINEERING STRUCTURES | 2023年 / 277卷

基金：

新加坡国家研究基金会;

关键词：

Older reinforced concrete buildings; Columns; HPFRCC; Reinforcement; experiment; Seismic behavior; Damage state; PVA; Gravity load; Earthquake; CONCRETE COLUMNS; AXIAL LOAD; COUPLING BEAMS; DRIFT CAPACITY; MODEL; STRENGTH; FRAMES; SHEAR;

D O I：

10.1016/j.engstruct.2022.115419

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Many older reinforced concrete (RC) buildings were designed considering only gravity loads. The column members in such buildings could be vulnerable to earthquakes, as they have limited reinforcement details. The aim of this study was to enhance the cyclic behavior of older RC columns using high-performance fiber reinforced cementitious composites (HPFRCCs) comprising polyvinyl alcohol (PVA) fibers. Six-full scale column specimens were constructed and tested. The use of the HPFRCC improved the seismic behavior of columns and also delayed the onset of damage stares and of lap-splice failure.

引用

页数：15

共 38 条

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