4Chen S J, Tu C T. Experimental study of jumbo size reduced beam section connections using high-strength steel [ J ]. Journal of Structural Engineering, ASCE, 2004,130(4) :582-587.
5Chen S J, Chao Y C. Effect of composite action on seismic performance of steel moment connections with reduced beam sections [ J l. Journal of Constructional Steel Research, 2001,57 : 417-434.
6Park J W, Huang I K. Experimental investigation of reduced beam section connections by use of web openings [ J ]. Engineering Journal,AISC, 2003,77-88.
7Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings. FEMA-350,2000,7.
8Chen S J, Yeh C H, Chu J M. Ductile steel beam-to-column connections for seismic resistance [ J ]. Journal of Structural Engineering, ASCE,1996,122(11) : 1292-1299.
9Chen S J, Chu J M, Chou Z L. Dynamic behavior of steel frames with beam flanges shaved around connection [ J ]. Journal of Constructional Steel Research, 1997,42 ( 1 ) :49-70.
10Chou C C, Uang C M. Cyclic performance of a type of steel beam to steel-encased reinforced concrete column moment connection[Jl .Journal of Constructional Steel Research, 2002,58 : 637-663.
二级参考文献13
1Recommended Seismic Design Criteria for New Steel Moment-frame Buildings. FEMA 3.50,2000,7.
2Nestor lwankiw, Sergio Zoruba. Steel moment frames: resolution of recent seismic detailing and material shape issues. Journal of constructional steel research,2002,58.
3Tamboll A R, Fasce P E. Handbook of Structural Steel Connection Design and Details. McGraw-Hill, 2000.
4Yamanouchi H et al.Development and usage of composite and hybrid structures ( CHS) based on performance[]..1995
5Sheikh T Metal.Parts 1 and 2: Beam column moment connections for composite frames[].Journal of Structural Engineering ASCE.1989
6ASCE Guidelines.Guidelines for design of joints between steel beams and reinforced concrete columns.J. Struct. Engrg[].American Society of Continuing Education.1994
7Kanno R.Strength, deformation and seismic resistance of joints between steel beams and Reinf. Concrete columns[]..1993
10Brandon Chi, Uang Chia-Ming. Cyclic response and design recommendations of reduced beam section moment connections with deep columns [J]. Journal of Structural Engineering, 2002, 128(4): 464-473.
