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 43 Issue 4
Dec.  2014
Turn off MathJax
Article Contents
Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun. EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013
Citation: Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun. EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013

EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS

doi: 10.13204/j.gyjz201304013
  • Received Date: 2012-06-25
  • Publish Date: 2013-04-20
  • Based on the low cyclic loading experiments on specially shaped columns, it was compared that the results in terms of damage characteristic, bearing capacity, displacement and ductility, hysteretic characteristic, skeleton curve, rigidity degradation and energy dissipation.The effect of axial compression ratios on seismic behavior of specially shaped column with high strength steel bar was analyzed.It was shown that the axial compression ratio had greater influence on seismic behavior of specially shaped column with high strength steel bar.With the decrease of axial compression ratio, the deformation capacity of specially shaped column with high strength steel bar was enhanced, the ductility and hysteretic characteristic was improved and the rigidity degradation becomes slow.The bearing capacity of specially shaped column with high strength steel bar was enhanced with the increase of axial compression ratio.
  • loading
  • 于红杰,姚艳红. HRB500级钢筋混凝土偏压柱的受力性能研究[J].科学技术与工程,2009,10(25):6334-6337.
    [2] 刘立新,张艳丽,李千,等. HRB500MPa 级钢筋混凝土轴心受压短柱受力性能研究[J].郑州大学学报,2006,27(4):1-5
    [3] 王晓锋,傅剑平.配置 HRB500级钢筋混凝土柱抗震性能模拟分析[J].建筑结构学报,2011,32(8):12-18.
    [4] 戎贤,李强,李艳艳. HRB500级钢筋混凝土梁受弯试验研究[J].混凝土,2010(3):19-22.
    [5] 刘金升.配置500 MPa 细晶钢筋混凝土柱抗震性能试验研究[D].上海:同济大学,2009:17-57.
    [6] Hsu. Cheng-Tzu Thomas. T-Shaped Reinforced Concrete Members Under Biaxial Bending and Axial Compression.[J]ACI Sturctural Journal,1989,86(4):460-468
    [7] 王铁成,张学辉,康谷贻.两种混凝土异形柱框架抗震性能试验对比[J].天津大学学报,2007,40(7):791-798.
    [8] 王铁成,林海,康谷贻,等.钢筋混凝土异形柱框架试验及静力弹塑性分析[J].天津大学学报,2006,39(12):1435-1459.
    [9] 王铁成,郝贵强,赵海龙,等.反复荷载作用下纤维增强异形柱的抗震性能试验[J].天津大学学报,2010,43(10):957-963.
  • 加载中

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 (135) PDF downloads(64) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return