Experimental and numerical study on seismic performance of Q690 high-strength steel plate reinforced joints

[1]  G. Shi,et al.  Experimental study on seismic behaviour of cover-plate joints in high strength steel frames , 2019, Engineering Structures.

[2]  G. Shi,et al.  Cyclic tests on high strength steel flange-plate beam-to-column joints , 2019, Engineering Structures.

[3]  Feng Xiao,et al.  Experimental and numerical study on the mechanical behavior of Q460D high-strength steel bolted connections , 2018, Journal of Constructional Steel Research.

[4]  R. Ahmady Jazany,et al.  Seismic evaluation and upgrading details of plate-reinforced moment-resisting connections , 2018, Journal of Constructional Steel Research.

[5]  Gang Shi,et al.  A review of research on high-strength steel structures , 2018, Proceedings of the Institution of Civil Engineers - Structures and Buildings.

[6]  Gang Liang,et al.  Q690 high strength steel T-stub tensile behavior: Experimental research and theoretical analysis , 2017 .

[7]  Gang Shi,et al.  Experimental study on seismic behavior of high strength steel frames: Global response , 2017 .

[8]  Sandra Jordão,et al.  Design formulation analysis for high strength steel welded beam-to-column joints , 2014 .

[9]  M. Tehranizadeh,et al.  Seismic performance of flange plate connections between steel beams and box columns , 2013 .

[10]  Yuan Qing Wang,et al.  Research Progress on the Mechanical Property of High Strength Structural Steels , 2011 .

[11]  F. Bijlaard,et al.  Finite element evaluation of the strength behaviour of high-strength steel column web in transverse compression , 2010 .

[12]  Frans S.K. Bijlaard,et al.  Experimental behaviour of high-strength steel web shear panels , 2009 .

[13]  James M. Ricles,et al.  Experimental Evaluation of Reduced Beam Section Connections to Deep Columns , 2006 .

[14]  Ana M. Girão Coelho,et al.  Characterization of the ductility of bolted end plate beam-to-column steel connections , 2004 .

[15]  Cheng-Chih Chen,et al.  Evaluation of reinforced connections between steel beams and box columns , 2004 .

[16]  Vitelmo V. Bertero,et al.  Experimental Evaluation of Plate-Reinforced Steel Moment-Resisting Connections , 2002 .

[17]  Vitelmo V. Bertero,et al.  Cover-Plate and Flange-Plate Steel Moment-Resisting Connections , 2002 .

[18]  Michael D. Engelhardt,et al.  Reinforcing of steel moment connections with cover plates: benefits and limitations , 1998 .

[19]  Gang Liang,et al.  Q690 high strength steel T-stub tensile behavior: Experimental and numerical analysis , 2018 .

[20]  Bin Wang,et al.  Dynamic Scheduling Policy for Synchronized Processing in One-of-a-kind Production Systems , 2011 .

[21]  A. Deylami,et al.  Effect of Geometry of Vertical Rib Plate on Cyclic Behavior of Steel Beam to Built-up Box Column Moment Connection , 2011 .