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    侯炜

    • 副教授 硕士生导师
    • 性别:男
    • 出生日期:1981-12-22
    • 毕业院校:西安建筑科技大学
    • 学历:博士研究生毕业
    • 学位:工学博士学位
    • 入职时间:2011-07-14
    • 所在单位:土木工程系
    • 办公地点:华侨大学厦门校区土木学科实验大楼506
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    Wei Hou, Shi-lang Xu, Da-shuai Ji, Qing-hua Li, and Guan Lin. Cyclic Performance of Steel Plate–Reinforced High Toughness–Concrete Coupling Beams with Different Span-to-Depth Ratios

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    发表刊物:Journal of Structural Engineering-ASCE

    关键字:Coupling beams; High-toughness concrete; Strain hardening; Steel plate; Reversed cyclic loading; Seismic behavior; Ductile failure; Span-to-depth ratio

    摘要:In coupled shear wall or core wall systems, reinforced-concrete (RC) coupling beams are crucial to the seismic performance of the overall structure. These coupling RC beams, however, tend to undergo brittle shear failure, especially those with a small span-to-depth ratio (i.e., deep coupling beams). In this paper, an alternative RC coupling beam with high seismic resistance and high ductile behavior is proposed. The coupling beam is made of high-toughness concrete reinforced with an embedded vertical steel plate as well as steel bars. Three proposed steel plate–reinforced high toughness–concrete (PRHTC) coupling beams with different span-to-depth ratios (l/h=1.0, 1.5, and 2.0) were tested. All three PRHTC coupling beams behaved in a ductile manner with good hysteretic behavior and large energy-dissipating capacity. Both the embedded steel plates and the high-toughness concrete contributed greatly to the high performance of the PRHTC coupling beams. The test results also show that load-carrying capacity of the PRHTC coupling beams increases as the span-to-depth ratio decreased whereas deformation ductility remains stable.

    论文类型:期刊论文

    学科门类:工学

    一级学科:土木工程

    卷号:144

    期号:10

    页面范围:04018170-1

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    发表时间:2018-07-10

    收录刊物:SCI

    第一作者:侯炜

    发布期刊链接:https://doi.org/10.1061/(ASCE)ST.1943-541X.0002175