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山东大学学报(工学版) ›› 2012, Vol. 42 ›› Issue (3): 73-80.

• 土木工程 • 上一篇    下一篇

钢框架与节能复合墙板连接方式的试验研究

侯和涛1,吴明磊1*,邱灿星1,王静峰2   

  1. 1.山东大学土建与水利学院, 山东 济南 250061;
    2. 合肥工业大学土木与水利工程学院, 安徽 合肥 230002
  • 收稿日期:2011-04-18 出版日期:2012-06-20 发布日期:2011-04-18
  • 通讯作者: 吴明磊(1987-),男,山东潍坊人,硕士研究生,主要研究方向为钢结构的稳定与设计.E-mail:296263185@qq.com E-mail:296263185@qq.com
  • 作者简介:侯和涛(1970- ),男,山东济南人,副教授,博士后,主要研究方向为钢结构稳定及钢结构住宅产业化.E-mail:houhetao@163.com
  • 基金资助:

    山东省自然科学基金资助项目(ZR2011EEM023);山东省研究生教育创新计划项目(SDYC11006);山东大学优秀研究生科研创新基金资助项目(yyx10062)

Experimental research on connections of steel frames and energy-saving composite panels

HOU He-tao1, WU Ming-lei1*, QIU Can-xing1, WANG Jing-feng2   

  1. 1. School of Civil Engineering, Shandong University, Jinan 250061, China;
    2. School of Civil Engineering, Hefei University of Technology, Hefei 230002, China
  • Received:2011-04-18 Online:2012-06-20 Published:2011-04-18

摘要:

钢框架与复合墙板通过一定方式进行连接,形成一种协同作用的结构体系,这种体系具有良好的抗侧力性能。为了研究不同连接方式对结构抗侧力性能及滞回性能产生的影响,设计了墙板与钢框架梁连接方式和柱连接方式两榀足尺模型,并对其进行了水平循环加载试验。研究结果表明:这种结构体系能有效提高结构的极限承载力与抗侧刚度;相比梁连接方式,柱连接方式表现出更好的延性与耗能能力,结构的整体性与可靠性也较好,其抗震性能优于梁连接方式。

关键词: 节能复合墙板, 钢框架, 梁连接, 柱连接, 滞回性能

Abstract:

Steel frame and energy-saving composite panel can be connected in specified arrangements to form a coordinating structural system, which has the good property of lateral resistance. In order to study different effects of lateral resistance and hysteresis characteristic between two arrangements, two full-scale models with a conducting low-cycle reciprocating loading test were designed, which were called beam connection and column connection. It was proved that both systems could effectively improve the ultimate bearing capacity and lateral stiffness. Compared with the beam connection, the column connection showed a better ductility, energy dissipation, structural integrity and reliability. In addition, the column connection could give better seismic performance than the beam connection.

Key words: energy-saving composite panels, steel frames, beam connection, column connection; , hysteretic behavior

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