Self-centring behaviour of steel and steel-concrete composite connections equipped with NiTi SMA bolts
暂无分享,去创建一个
Wei Wang | Yiyi Chen | Cheng Fang | Ce He | Yiyi Chen | Cheng Fang | Wen Wang | C. He
[1] Richard Sause,et al. Influence of design parameters on seismic response of post-tensioned steel MRF systems , 2008 .
[2] Michael C.H. Yam,et al. Tests on superelastic Ni–Ti SMA bars under cyclic tension and direct-shear: towards practical recentring connections , 2015 .
[3] Ferdinando Auricchio,et al. A robust integration-algorithm for a finite-strain shape-memory-alloy superelastic model , 2001 .
[4] Wei Wang,et al. Self-Centering Beam-to-Column Connections with Combined Superelastic SMA Bolts and Steel Angles , 2017 .
[5] Matthew R. Eatherton,et al. Residual Drifts of Self-Centering Systems Including Effects of Ambient Building Resistance , 2011 .
[6] Canxing Qiu,et al. High-mode effects on seismic performance of multi-story self-centering braced steel frames , 2016 .
[7] Roberto T. Leon,et al. Steel Beam-Column Connections using Shape Memory Alloys , 2004 .
[8] Karel Mazanec,et al. On precipitation kinetics in TiNi shape memory alloys , 2001 .
[9] K. F. Chung,et al. Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings , 1994 .
[10] Angus C.C. Lam,et al. Numerical study and practical design of beam-to-column connections with shape memory alloys , 2015 .
[11] Chung-Che Chou,et al. Development of floor slab for steel post-tensioned self-centering moment frames , 2011 .
[12] Angus C.C. Lam,et al. Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices , 2015 .
[13] David Bonowitz,et al. A survey of steel moment-resisting frame buildings affected by the 1994 Northridge Earthquake , 1995 .
[14] Wei Wang,et al. Cyclic behavior of connections equipped with NiTi shape memory alloy and steel tendons between H-shaped beam to CHS column , 2015 .
[15] Ali Abolmaali,et al. Hysteresis behavior of t-stub connections with superelastic shape memory fasteners , 2006 .
[16] Songye Zhu,et al. Incremental Dynamic Analysis of Highway Bridges with Novel Shape Memory Alloy Isolators , 2014 .
[17] Xiao-Yi Zhou,et al. Superelastic SMA Belleville washers for seismic resisting applications: experimental study and modelling strategy , 2016 .
[18] Michael C.H. Yam,et al. Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts , 2014 .
[19] Tak-Ming Chan,et al. Seismic performance of beam–column joints with SMA tendons strengthened by steel angles , 2015 .
[20] Michel Bruneau,et al. Self-centering steel plate shear walls for improving seismic resilience , 2016 .
[21] E. Oñate,et al. A plastic-damage model for concrete , 1989 .
[22] D. Lagoudas. Shape memory alloys : modeling and engineering applications , 2008 .
[23] Andre Filiatrault,et al. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames , 2002 .
[24] Chung-Che Chou,et al. Seismic design and shake table tests of a steel post‐tensioned self‐centering moment frame with a slab accommodating frame expansion , 2011 .
[25] Wei Wang,et al. Large size superelastic SMA bars: heat treatment strategy, mechanical property and seismic application , 2016 .
[26] Matthew R. Eatherton,et al. Experimental study of the restoring force mechanism in the self-centering beam (SCB) , 2016 .
[27] Roberto T. Leon,et al. Experimental results of a NiTi shape memory alloy (SMA)-based recentering beam-column connection , 2011 .
[28] A W Beeby,et al. CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS , 1993 .