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基于美国钢结构设计规范的主次梁铰接连接设计

PIN CONNECTION DESIGN OF BEAM AND GIRDER BASED ON AISC CODE
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摘要 通过详细阐述美国AISC钢结构设计规范的LRFD设计方法(99版)对钢结构主次梁采用单连接板的螺栓铰接连接计算要求,并以实际项目举例论述,以期相关人员对该节点的计算有更多的理解,弥补现行国标和设计手册对此类节点论述的不足,并为相关工程计算提供参考。 Through expounding the calculation requirement of pin connection between beam and girder based on LRFD (1999) of AISC using a single plate and bolts with a design sample of a project, the article was expected as a track for engineers to understand more about this connection and a complementarity to current GB code and design manual, also as a reference for the other projects.
作者 雷一鸣
出处 《钢结构》 2010年第7期41-46,共6页 Steel Construction
关键词 主次梁 单连接板 螺栓铰接连接 AISC规范 beam and girder extended single plate pin connection with bolts AISC
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参考文献6

  • 1Chen W F,Kim E.LRFD Steel Design Using Advanced Analysis[M].Boca Raton:CRC Press,Inc.,1997.
  • 2Charles G Salmon,John E Johnson.Steel Structure Design and Behavior[M].4th ed.New York:Harper Collins Publishers Inc,1996.
  • 3Tamboli A R.Steel Design Handbook-LRFD Method[M].New York:McGraw Hill,1997.
  • 4Astaneh A,Call S M,McMullin K M.Design of Single-Plate Shear Connections[J].Engineering Journal,AISC,1989,26(1):21-32.
  • 5AISC.Load and Resistance Factor Design Specification for Structural Steel Buildings[S].1999.
  • 6AISC.Manual of Steel Construction[M].2nd Ed.Ohicago:American Institute of Steel Construction,Inc,1994.

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