张大长, 郭 雁, 李布辉. 外壳预制核心现浇装配式T型钢筋混凝土节点抗震性能试验研究[J]. 工程力学, 2013, 30(1): 156-162. DOI: 10.6052/j.issn.1000-4750.2011.04.0255
引用本文: 张大长, 郭 雁, 李布辉. 外壳预制核心现浇装配式T型钢筋混凝土节点抗震性能试验研究[J]. 工程力学, 2013, 30(1): 156-162. DOI: 10.6052/j.issn.1000-4750.2011.04.0255
ZHANG Da-chang, GUO Yan, LI Bu-hui. EXPERIMENTAL STUDIES ON ASEISMIC PERFORMANCE OF T-SHAPE FABRICATED CONCRETE JOINTS WITH PRECAST EXTERNAL SHELL AND CAST-IN-PLACE CORE CONCRETE[J]. Engineering Mechanics, 2013, 30(1): 156-162. DOI: 10.6052/j.issn.1000-4750.2011.04.0255
Citation: ZHANG Da-chang, GUO Yan, LI Bu-hui. EXPERIMENTAL STUDIES ON ASEISMIC PERFORMANCE OF T-SHAPE FABRICATED CONCRETE JOINTS WITH PRECAST EXTERNAL SHELL AND CAST-IN-PLACE CORE CONCRETE[J]. Engineering Mechanics, 2013, 30(1): 156-162. DOI: 10.6052/j.issn.1000-4750.2011.04.0255

外壳预制核心现浇装配式T型钢筋混凝土节点抗震性能试验研究

EXPERIMENTAL STUDIES ON ASEISMIC PERFORMANCE OF T-SHAPE FABRICATED CONCRETE JOINTS WITH PRECAST EXTERNAL SHELL AND CAST-IN-PLACE CORE CONCRETE

  • 摘要: 该文以研究外壳核心现浇预制装配式钢筋混凝土T型边节点的抗震性能为目的,制作一个新型装配式边节点和一个现浇边节点,开展两个T型节点抗震性能的低周反复试验,考察并分析比较采用两种不同施工方法的T型边节点的破坏形态、滞回特性、位移延性、能量耗散、刚度退化等抗震性能,研究表明新型装配式T型节点与RC现浇T型节点相似,具有良好的整体性和抗震性能,可以满足RC框架结构的抗震设计要求。

     

    Abstract: In order to investigate the aseismic performance of fabricated concrete T-shape exterior RC joint with precast external shells and cast-in-place core, one new-type assembled exterior joint and one parallel joint were fabricated, and cyclic loading tests of the T-shape joints were carried out. The aseismic performances were investigated, including failure modes, hysteretic property, ductility, energy dissipation, stiffness degradation. The studies showed that the new-type assembled T-joint had excellent integrity and aseismic performance, similar to those of the cast-in-place RC T-joint, and could meet the aseismic-design requirement of RC frame structure.

     

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