EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF BOLTED STEEL BEAM TO RC COLUMN CONNECTIONS

Mao Weifeng; Wu Yuntian; Xiao Yan; Anderson J.C.; Nie Jianguo

doi:10.13204/j.gyjz200511001

Volume 35 Issue 11

Dec. 2014

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Lin Longbin, . RESEARCH ON DURABILITY OF STEEL FIBER REINFORCED CONCRETE IN TUNNEL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 5-8. doi: 10.13204/j.gyjz200612002

Citation:

Mao Weifeng, Wu Yuntian, Xiao Yan, Anderson J.C., Nie Jianguo. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF BOLTED STEEL BEAM TO RC COLUMN CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 1-4. doi: 10.13204/j.gyjz200511001

Lin Longbin, . RESEARCH ON DURABILITY OF STEEL FIBER REINFORCED CONCRETE IN TUNNEL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 5-8. doi: 10.13204/j.gyjz200612002

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EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF BOLTED STEEL BEAM TO RC COLUMN CONNECTIONS

doi: 10.13204/j.gyjz200511001

1.
1. College of Civil Engineering,Hunan University Changsha 410082;
2.
2. University of Southern California Los Angeles CA 90089;
3.
3. Tsinghua University Beijing 100084

Received Date: 2005-07-10
Publish Date: 2005-11-20

Abstract

Abstract

A new type of end-plate bolted connection with steel beam and reinforced concrete column is investigated, and two full-scale model connections were tested under simulated seismic loading.Experimental results show that this new type of composite connection has satisfactory seismic performance with high strength and excellent ductility as well as good energy dissipation capability.The thicker endplate and stronger high-strength bolts were utilized in specimen JD02 than specimen JD01, resulting a higher strength and more ductile behavior.
- post-tensioned high strength bolts, endplate, steel beam-concrete column composite connections, seismic behavior,

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References(4)

References

Deierlein G G, Sheikh T M,Yura J A,et al. Beam-Column Moment Connections for Composite Frames: Part 2. Journal of Structural Engineering, ASCE, 1989,115(11): 2 877～2 896

[2] Chou C C, Uang C M. Experimental and Analytical Studies of Two Types of Moment Connections for Composite Special Moment Frames. Report No. SSRP 98-12, San Diego:University of California, 1998

[3] Xiao Y, Anderson J,Wu Y T.Development of Bolted Connections for Steel Reinforced Concrete Composite Structures.ln: Proceedings of the 4th US-Japan Workshop on Performance Based Design of RC Structures. Toba:2002.23～24

[4] FEMA. Recommended Provisions for the Development of Seismic Regulations for New Buildings. Washington, DC: FEMA-222A, National Earthquake Hazards Reduction Program, Building Seismic Safety Council, 1994

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