Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 51 Issue 3
Jul.  2021
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Article Contents
WU Dongyue, SHEN Mengying. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF RC SUPERPOSED COUPLING BEAMS IN PREFABRICATED SHEAR WALL SUB-STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 30-34,90. doi: 10.13204/j.gyjzG201905170006
Citation: WU Dongyue, SHEN Mengying. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF RC SUPERPOSED COUPLING BEAMS IN PREFABRICATED SHEAR WALL SUB-STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 30-34,90. doi: 10.13204/j.gyjzG201905170006

EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF RC SUPERPOSED COUPLING BEAMS IN PREFABRICATED SHEAR WALL SUB-STRUCTURE

doi: 10.13204/j.gyjzG201905170006
  • Received Date: 2020-03-25
    Available Online: 2021-07-17
  • The seismic reliability of resident buildings constructed by prefabricated high-rise shear walls is one of the important requirements for the achievement of construction industrialization in China. To deeply understand the mechanical properties of superposed RC coupling beams in prefabricated shear wall structures, the quasi-static loading experiment was conducted on a sub-structure model spatial prefabricated shear wall. By the experiment test, the crack development laws and failure modes of the model were observed, and the influence laws of superposed coupling beams on the seismic performances of the sub-structures for the prefabricated shear walls were analyzed. Finally, according to the observed and analyzed results, the suggestions for reasonable design of superposed coupling beams were proposed.
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  • WU D, LIANG S, GUO Z, et al. The Development and Experimental Test of a New Pore-Forming Grouted Precast Shear Wall Connector[J]. KSCE Journal of Civil Engineering, 2015, 20(4):1462-1472.
    WU D, LIANG S, GUO Z. Flexural Capacity Calculation Approach for Precast Grouted Shear Wall Influenced by Joint Interface Displacements[J]. Advances in Materials Science and Engineering, 2015. DOI: 10.1155/2015/120759.
    吴东岳, 沈梦滢, 孙崇芳, 等. 浆锚连接装配式剪力墙空间结构模型数值模拟[J]. 施工技术, 2019, 48(2):111-117.

    DOI:10. 7672/sgjs2019020111.
    吴东岳, 梁书亭, 郭正兴, 等. 改进型钢筋浆锚装配式剪力墙压弯承载力计算[J]. 哈尔滨工业大学学报, 2015,47(12):112-116.

    吴东岳, 沈梦滢, 孙崇芳, 等. 浆锚连接装配式剪力墙拼缝水平相对滑移影响规律[J]. 施工技术, 2019, 48(3):36-41.

    DOI:10. 7672/sgjs2019030036.
    WU D, LIANG S, SHEN M, et al. Finite-Element Simulation on NPGCS Precast Shear Wall Spatial Structure Model[J]. Advances in Civil Engineering, 2019. DOI: 10.1155/2019/2647891.
    WU D, LIANG S, SHEN M, et al. Experimental Estimation of Seismic Properties of New Precast Shear Wall Spatial Structure Model[J]. Engineering Structures, 2019, 183(1):319-339. DOI: 10.1016/j.engstruct.2018.12.096.
    中华人民共和国住房和城乡建设部. 建筑抗震试验规程:JGJ/T 101-2015[S]. 北京:中国建筑工业出版社, 2015.
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