鞍钢建筑用抗震低屈服点软钢的开发与生产
详细信息 查看官网全文
- 英文论文题名：Development and Production of Low Yield Point Structural Steel Used For Earthquake Resistant In Angang
- 论文作者：刘明 ; 林田子 ; 王小强 ; 隋轶 ; 侯华兴 ; 张涛
- 英文论文作者：LIU Ming ; LIN Tian-zi ; WANG Xiao-qiang ; SUI Yi ; HOU Hua-xing ; ZHAO Tao ; Department of production and development ; Anshan Iron and SteelCorporation ; Technology Center ; Ansteel Co. ; Ltd. ; Medium and Heavy Plate Plant of Ansteel Co.Ltd.
- 年：2016
- 作者机构：鞍钢股份有限公司产品发展部;鞍钢股份有限公司技术中心;鞍钢股份有限公司中厚板厂;
- 论文关键词：鞍钢 ; 低屈服点软钢 ; 抗震 ; 耗能 ; 滞回性能
- 英文论文关键词：Ansteel ; low yield point steel ; earthquake resistant ; energy dissipation ; hysteretic behavior
- 会议召开时间：2016-12-02
- 会议录名称：第八届中国金属学会青年学术年会论文集
- 语种：中文
- 分类号：TG142.1
- 学会代码：ZGJS
- 会议名称：第八届中国金属学会青年学术年会
- 会议地点：中国辽宁沈阳
- 主办单位：中国金属学会
- 学会名称：中国金属学会
- 页数：6
- 文件大小：2002k
- 原文格式：O
- 会议级别：全国
摘要
随着耗能减震技术在高层及超高层钢结构建筑抗震设计中的应用,用于制作减震耗能结构的低屈服强度钢日益受到重视。本文介绍了鞍钢屈服强度100~225MPa级别抗震软钢的成分设计、工艺技术、力学性能、钢板的实物性能、焊接性能及应用性能研究。结果表明,鞍钢生产的低屈服点钢具有低屈服强度、窄屈服范围以及优良的冲击、焊接及良好的抗震耗能性,完全满足抗震设计需求。
With the application of energy dissipation technology in seismic design of high-rise and super high-rise steel structures,the low yield strength steel used in the manufacture of energy dissipation structures has been paid more and more attention.In this paper,the composition design,process technology,mechanical properties,material performance,welding performance and application performance of the yield strength for 100-225 MPa are introduced.The results show that the low yield point steel In Angang has low yield strength and narrow yield range and excellent impact,welding and energy dissipation properties,fully meet the requirements for seismic design of buildings.
With the application of energy dissipation technology in seismic design of high-rise and super high-rise steel structures,the low yield strength steel used in the manufacture of energy dissipation structures has been paid more and more attention.In this paper,the composition design,process technology,mechanical properties,material performance,welding performance and application performance of the yield strength for 100-225 MPa are introduced.The results show that the low yield point steel In Angang has low yield strength and narrow yield range and excellent impact,welding and energy dissipation properties,fully meet the requirements for seismic design of buildings.
引文
[1]赵鸿铁,徐赵东,张兴虎.耗能减震控制的研究、应用与发展[J].西安建筑科技大学学报,2001,33(1):1-5
[2]Ta nemi Yamaguchi,Toru Takeuchi,Toshimichi Nagao,et al.Seismic control devices using low—yield—point steel[J].Nip—pon Steel Tecgbucal Report,1998,77:65-72
[3]Berman J W and Bruneau M,Plastic analysis and design of steel plate shear walls[J].Journal of Structural Engineering,2003,11:1148-1156
[4]蔡克铨,陈界宏,王宏远.低屈服钢造耐震间柱构架之抗震行为[J].地震工程与工程震动,2001,21(4):88-93
[5]Berman J W and Bruneau M,Experimental investigation of lightgauge steel palte shear walls for the seismic retrofit of buildings[J].Technical Report MCEER-03-0001,Multidisciplinary Center for Earthquake Engineering Research,Buffalo,N.Y.,May 2,2003
[6]廖洪军,盛光敏,龚士弘等.Hrb400#钢筋抗震性能研究[J].钢铁钒钛,2005,26(4):12-16
[7]秦斌,盛光敏,龚士弘.Hrb400抗震钢筋的综合性能[J].钢铁研究学报,2006,18(5):33-37
[2]Ta nemi Yamaguchi,Toru Takeuchi,Toshimichi Nagao,et al.Seismic control devices using low—yield—point steel[J].Nip—pon Steel Tecgbucal Report,1998,77:65-72
[3]Berman J W and Bruneau M,Plastic analysis and design of steel plate shear walls[J].Journal of Structural Engineering,2003,11:1148-1156
[4]蔡克铨,陈界宏,王宏远.低屈服钢造耐震间柱构架之抗震行为[J].地震工程与工程震动,2001,21(4):88-93
[5]Berman J W and Bruneau M,Experimental investigation of lightgauge steel palte shear walls for the seismic retrofit of buildings[J].Technical Report MCEER-03-0001,Multidisciplinary Center for Earthquake Engineering Research,Buffalo,N.Y.,May 2,2003
[6]廖洪军,盛光敏,龚士弘等.Hrb400#钢筋抗震性能研究[J].钢铁钒钛,2005,26(4):12-16
[7]秦斌,盛光敏,龚士弘.Hrb400抗震钢筋的综合性能[J].钢铁研究学报,2006,18(5):33-37