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支撑材料超强对弱剪型支撑钢框架影响的研究——兼论抗震钢在弱剪型支撑钢框架支撑构件中的应用

Research About Influence of Bracing Material Overstrength on Weak Shear Type Braced Steel Frames——With Reference to Application of Seismic Steel in Bracing Members of Weak Shear Type Braced Steel Frames
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摘要 弱剪型中心支撑钢框架中支撑构件作为抗震的第一道防线,起着"保险丝"的作用,在较强烈地震作用下首先进入塑性状态以消耗地震能,并降低结构刚度以减小地震反应,从而保护结构主体。但支撑钢材可能存在超强现象,妨碍设计意图的实现,从而使结构主体遭受较大的地震作用。文章通过具体算例探讨了这种可能发生的现象,并且建议采用抗震钢制作钢支撑构件,以确实保证支撑构件成为第一道防线,保证主体结构的安全。 As the fwst line of seismic defence,concentrical braces in weak shear type develop plastic state to dissipate seismic energy and decrease the seismic reactions so that the main steel frame can be protected when strong earthquake occurs. But because the overstrength of steel material exists the design intention perhaps can not be implemented. The paper discusses the phenomena and suggests that seismic steel can be used to solve the problem.
作者 齐永胜 周泓
出处 《常州工学院学报》 2013年第1期14-18,共5页 Journal of Changzhou Institute of Technology
基金 常州工学院校级科研基金项目(YN1118)
关键词 抗震钢 支撑钢框架 弱剪型 超强 seismic steel braced steel frame weak shear type overstrength
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二级参考文献17

  • 1孙文林.IDA在钢框架结构弹塑性分析中的应用研究[J].山西建筑,2005,31(17):37-38. 被引量:2
  • 2张守斌,聂昊.增量动力分析方法及其在性能评估中的应用[J].工程建设与设计,2007(6):33-35. 被引量:4
  • 3.GB50017-2003钢结构设计规范[S].北京:中国计划出版社,2003..
  • 4Vamvatsikos D. Seismic performance, capacity and reliability of strtwtures as seen through incremental dynamics analysis [ D ]. Ph D Dissertation, Department of Civil and Environmental Eng. , Stanford University, 2002.
  • 5Vamvatsikos D, Cornell C A. Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA [ J ]. Earthquake Engineering and Structural Dynamics, 2006, 35 (9) : 1097 - 1117.
  • 6Vamvatsikos D, Cornell C A. Direct estimation of seismic demand and capacity of multi-degree-of- freedom systems through incremental dynamic analysis of single-degree-of-freedom approximation [ J ]. Journal of Structural Engineering, 2005, 131 (4) : 589 - 599.
  • 7Vamvatsikos D, Comell C A. Applied Incremental dynamic analysis [J]. Earthquake Spectra, 2004, 20(2) : 523 -553.
  • 8Vamvatsikos D, Comell C A. The incremental dynamic analysis and its application to performance-based earthquake engineering [ C ] ,//Proceedings of 12th European Conference on Earthquake Engineering, London, 2002.
  • 9Vamvatsikos D. Seismic performance, capacity and reliability of structures as seen through incremental dynamic analysis [ D ]. CA : Stanford University, 2002.
  • 10邵建华.抗弯钢框架-钢板剪力墙的结构影响系数与位移放大系数研究[D].南京:河海大学,2008.

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