Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
CHEN Tianlei, NIU Mengshi, XIE Sa. “FATTING PILE EFFECT” AND CHANGE LAWS OF COLLAPSIBLE COEFFICIENTS COMPACTED WITH SDS PILES IN SELF-WEIGHT COLLAPSE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 6-10. doi: 10.13204/j.gyjz202006002
Citation: SUN Yanyan, WANG Zhenbo, XU Jing. EXPERIMENTAL RESEARCH ON INFLUENCE OF CONSTRUCTION JOINTS AND CAST-IN-PLACE FLOORS ON “STRONG COLUMN AND WEAK BEAM” FOR PLANE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 127-131. doi: 10.13204/j.gyjzG19082003

EXPERIMENTAL RESEARCH ON INFLUENCE OF CONSTRUCTION JOINTS AND CAST-IN-PLACE FLOORS ON “STRONG COLUMN AND WEAK BEAM” FOR PLANE FRAMES

doi: 10.13204/j.gyjzG19082003
  • Received Date: 2019-08-20
    Available Online: 2022-01-11
  • To study influence of construction joints and cast-in-place floors on the "strong column and weak beam" for RC plane frames, horizontal low-cycle repeated tests were conducted on three RC plane frames with one story and two spans, the failure modes and hysteresis curves of each specimen were analyzed. The results showed the plane frame with construction joints at beam ends failed due to plastic hinges at beam ends, and the plane frame with the cast-in-place floors failed due to plastic hinges at column ends; the construction joints at beam ends reduced the integrity of frames, which were more prone to the "strong column weak beam". The aseismic performances of structures were poorer; cast-in-place floors could enhanced the bearing capacity of frame beams, including the yield loads, ultimate loads and corresponding displacement of structures, and increased the structural energy consumption.
  • [1]
    魏春明.现浇钢筋混凝土框架结构施工缝抗震性能[D].大连:大连理工大学, 2006.
    [2]
    叶列平,曲哲,马千里,等.从汶川地震框架结构震害谈"强柱弱梁"屈服机制的实现[J].建筑结构, 2008(11):52-59.
    [3]
    于婧,刘小军, 邓明科.带施工缝混凝土框架结构抗震性能的数值研究[J].工程力学, 2015, 32(8):190-200.
    [4]
    李英民,于婧, 夏洪流.施工缝对框架柱抗震性能影响的试验研究[J].土木工程学报, 2011(增刊1):81-86.
    [5]
    宁宁,屈文俊,朱鹏.现浇板框架抗震性能的试验研究及理论分析[J].同济大学学报(自然科学版), 2014, 42(2):183-189.
    [6]
    崔双双,吕大刚,宋鹏彦.填充墙和现浇板对钢筋混凝土框架结构整体超强的影响研究[J].建筑结构学报, 2014, 35(8):30-36.
    [7]
    阎西康,延华,陈培.带施工缝钢筋混凝土框架抗震性能研究[J].工业建筑,2013,43(10):46-49.
    [8]
    李忠献,郝永昶,周兵,等.钢筋混凝土分体柱框架抗震性能的模型试验研究[J].建筑结构学报, 2003, 24(6):1-10.
  • Relative Articles

    [1]QIN Wenbo, ZHOU Cheng, CHEN Jian, WANG Fan, LIU Wenli. Digital Twin-Based Platform Framework for Metro Bridge and Tunnel Structure Service[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 43-50. doi: 10.3724/j.gyjzG24010401
    [8]Zhong Xiaoping, Jin Weiliang. FRAMEWORK OF DESIGN THEORY OF WHOLE LIFE-CYCLE PERFORMANCE IN CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 1-9. doi: 10.13204/j.gyjz201308001
    [9]Zhong Zhenyu. NUMERICAL SIMULATION OF MASONRY STRUCTURE SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 62-64,117. doi: 10.13204/j.gyjz200908016
    [10]Liu Jinrong, Deng Yongsheng, Jiang Chun, Yang Jianjiang. STUDY ON SEISMIC DESIGN CRITERION OF EXISTING STRUCTURE IN RE-SERVICE PERIOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 23-25. doi: 10.13204/j.gyjz200705006
    [11]Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024
    [12]Zhang Junzhi, Su Xiaozu. A MODEL STOCHASTIC TIME-DEPENDENT RESISTANCE OF EXISTING RC STRUCTURES BASED ON THE BAYESIAN METHOD AND MEASURED SAMPLE VALUE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 30-32. doi: 10.13204/j.gyjz200503012
    [13]Shao Jinsong, Liu Weiqing. CALCULATION OF RELIABILITY OF EXISTING MEMBERS FOR CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 47-50. doi: 10.13204/j.gyjz200408016
  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-0301234
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 17.2 %FULLTEXT: 17.2 %META: 82.8 %META: 82.8 %FULLTEXTMETA
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 13.8 %其他: 13.8 %北京: 17.2 %北京: 17.2 %张家口: 13.8 %张家口: 13.8 %芒廷维尤: 48.3 %芒廷维尤: 48.3 %西宁: 6.9 %西宁: 6.9 %其他北京张家口芒廷维尤西宁

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (59) PDF downloads(5) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return