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 |
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
|