Seismic performance of steel frame with replaceable low yield point steel connection components and the effect of structural fuses

[1]  S. Moradi,et al.  Predictive equations and continuum FE models for self-centering response of SMA-based steel beam-column connections with steel angles , 2021 .

[2]  Meng Wang,et al.  Damage control mechanism and seismic performance of a steel moment connection with replaceable low-yield-point steel double T-stub fuses , 2020 .

[3]  Zhan Shu,et al.  Experimental and numerical investigations of replaceable moment-resisting viscoelastic damper for steel frames , 2020 .

[4]  Meng Wang,et al.  Seismic design of widening flange connection with fuses based on energy dissipation , 2020 .

[5]  Meng Wang,et al.  Study on seismic behavior and design method of dissipative bolted joint for steel frame with replaceable low yield point steel connected components , 2019, Construction and Building Materials.

[6]  Yi Li,et al.  Experimental and theoretical study on a novel dual-functional replaceable stiffening angle steel component , 2018, Soil Dynamics and Earthquake Engineering.

[7]  Rosario Montuori,et al.  The use of steel rbs to increase ductility of wooden beams , 2018, Engineering Structures.

[8]  M. Eatherton,et al.  Experimental Evaluation of Replaceable Energy Dissipation Connection for Moment-Resisting Composite Steel Frames , 2018, Journal of Structural Engineering.

[9]  L. Fahnestock,et al.  Experimental cyclic behavior and constitutive modeling of low yield point steels , 2017 .

[10]  Ronald L. Mayes,et al.  The U.S. Resiliency Council (USRC) and the Building Rating System , 2015 .

[11]  Vincenzo Piluso,et al.  Free from damage beam-to-column joints: Testing and design of DST connections with friction pads , 2015 .

[12]  Gang Shi,et al.  Numerical study on seismic behaviors of steel frame end-plate connections , 2013 .

[13]  Shervin Maleki,et al.  Numerical study of Slotted-Web–Reduced-Flange moment connection , 2012 .

[14]  John B. Mander,et al.  Damage Avoidance Design Steel Beam-Column Moment Connection Using High-Force-to-Volume Dissipators , 2009 .

[15]  Lu Lixiang,et al.  Seismic performance testing study on high strength bolt connections with slotted holes , 2009 .

[16]  Cheng-Chih Chen,et al.  Ductile moment connections used in steel column-tree moment-resisting frames , 2006 .

[17]  James M. Ricles,et al.  Development of improved welded moment connections for earthquake-resistant design , 2002 .

[18]  Stephen A. Mahin,et al.  Lessons from damage to steel buildings during the Northridge earthquake , 1998 .

[19]  Duane K. Miller.  LESSONS LEARNED FROM THE NORTHRIDGE EARTHQUAKE , 1998 .

[20]  J. Chaboche.  Constitutive equations for cyclic plasticity and cyclic viscoplasticity , 1989 .

[21]  J. Chaboche.  Time-independent constitutive theories for cyclic plasticity , 1986 .