高强钢筋混凝土异形柱抗震性能试验研究

刘平; 李艳艳; 陈艳风; 徐丽英

doi:10.13204/j.gyjz201306012

高强钢筋混凝土异形柱抗震性能试验研究

doi: 10.13204/j.gyjz201306012

1.
1. 河北工业大学校园规划处,天津300130;
2.
2. 河北工业大学土木工程学院,天津300401;
3.
3. 北方工程设计研究院有限公司,石家庄050000

基金项目:

河北省自然科学基金项目(E2011202013);河北省建设科技研究计划项目(20122027);河北省高等学校科学技术研究青年基金项目(Q2012083)

详细信息

作者简介:
第一作者：刘平, 男, 1980年出生, 博士, 高级工程师。电子信箱：2002lp@163.com

中图分类号: TU375.3;TU352.11
计量
- 文章访问数: 68
- HTML全文浏览量: 2
- PDF下载量: 37
- 被引次数: 0
出版历程
- 收稿日期: 2013-01-04
- 刊出日期: 2013-06-20

EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF HIGH STRENGTH REINFORCEMENT CONCRETE SPECIALLY SHAPED COLUMNS

1.
1. Department of Programming and Construction,Hebei University of Technology,Tianjin 300130,China;
2.
2. School of Civil Engineering,Hebei University of Technology,Tianjin,300401,China;
3.
3. Norendar International Ltd,Shijiazhuang 050000,China

摘要

摘要: 为了研究配箍率对T形柱和L形柱的破坏特征、滞回特性、刚度退化、延性性能、耗能能力的影响规律，采用拟静力试验方法，对4个高强钢筋的混凝土T形柱和L形柱进行低周往复荷载作用下的试验，分析构件的破坏特征、延性性能，绘制滞回曲线、刚度退化曲线以及等效黏滞阻尼比曲线。研究表明：高强钢筋和高强混凝土T形柱和L形柱的滞回曲线下降段较陡且延性较差；增加配箍率可以改善T形柱和L形柱试件的破坏特征和试件的滞回特性，增加T形柱和L形柱试件的耗能能力。
- 异形柱 /
- 高强钢筋 /
- 低周往复荷载 /
- 抗震性能
Abstract: For the effect of stirrup ratios on damage characteristic, hysteretic characteristic, rigidity degradation, ductility performance, energy dissipation capacity of T-shaped and L-shaped columns, through quasi-static test method, four concrete specially shaped columns, high strength steel bars were tested under low cyclic loading.The component failure characteristics and ductility performance were analyzed, hysteresis curves and stiffness degradation curves and equivalent viscous damping coefficient curves were also plotted.The results show that descending parts of the hysteresis loops of specially shaped columns, high strength steel bars and concrete are steeper and the ductility was also worse.The damage characteristic and the hysteretic characteristic of specimens were improved with the increase of stirrup ratios.The energy dissipation capacity of T-shaped column and L-shaped column were also enhanced with the increase of stirrup ratios.
- specially shaped column /
- high strength steel bars /
- low cyclic loading /
- seismic behavior

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参考文献(10)

[2] Cheng Tzu,Thomas Hsu.T-Shaped Reinforced Concrete Members?Under Biaxial Bending and Axial Compression [J].ACI Structural?Journal,1989,86(4):460－468.

JGJ 1492006混凝土异形柱结构技术规范[S].

[3] Wang T C ,Li X H,Zhao S W.Seismic Behavior of Frame with?Specially Shaped Columns Subjected to Cyclic Load [J].Transactions of Tianjin University,2007,13(5):340－343.

[4] 吴波,荆亚涛．高温下钢筋混凝土异形柱空间框架的试验研究[J].华南理工大学学报:自然科学版,2009,37(6):129－135.

[5] 曲延全.SRC 异型柱正截面承载力试验研究[J].建筑技术,2011,42(8):745－748.

[6] Rong X,Zhang J X,Li Y Y.Experimental Research on Seismic?Behavior of Interior Joints of Specially Shaped Columns Reinforced?by Fiber[J].Applied Mechanics and Materials．2011,94－96:551－555.

[7] 刘金升,苏小卒,赵勇．配500 MPa 细晶钢筋混凝土柱低周反复荷载试验[J].结构工程师,2009,25(3):135－141.

[8] 张学辉．低周往复荷载下纤维增强混凝土异形柱结构的试验及理论研究[D].天津:天津大学,2008.

[9] 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.

[10] 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．

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