Experimental validation and numerical simulation of a dual-self-centering variable friction braced frame under strong ground motions

[1]  Xu-hong Zhou,et al.  Development of resilient friction beams and application to moment-resisting frames , 2022, Journal of Building Engineering.

[2]  Zhen Zhou,et al.  Hysteretic Behavior of Dual-Self-Centering Variable Friction Damper Braces with Low Pretensioned Force , 2021, Journal of Earthquake Engineering.

[3]  Zhen Zhou,et al.  Experimental Investigation of BFRP Tendons under Monotonic and Hysteretic Loadings , 2021, Polymers.

[4]  Zhen Zhou,et al.  Hysteretic and seismic performance of dual self-centering variable friction damper braces , 2021 .

[5]  Linjie Huang,et al.  Effects of Loading Rates on the Hysteretic Response of Resilient Variable Friction Dampers , 2021, International Journal of Steel Structures.

[6]  Yu-Hang Wang,et al.  Structural analyses of self-centring-beam moment-frames under near-fault and far-field earthquakes , 2021 .

[7]  J. Stanton,et al.  Proportioning of self‐centering energy dissipative braces , 2021, Earthquake Engineering & Structural Dynamics.

[8]  Linjie Huang,et al.  Experimental and numerical study of unbonded post‐tensioned precast concrete connections with controllable post‐decompression stiffness , 2021, The Structural Design of Tall and Special Buildings.

[9]  Zhen Zhou,et al.  Behaviour of BFRP tendon systems under cyclic loading and its influence on the dual-tube SC-BRB hysteretic performance , 2020 .

[10]  H. Hao,et al.  Development of a novel deformation-amplified shape memory alloy-friction damper for mitigating seismic responses of RC frame buildings , 2020 .

[11]  T. Takeuchi,et al.  Experimental and numerical studies on buckling restrained braces with posttensioned carbon fiber composite cables , 2020, Earthquake Engineering & Structural Dynamics.

[12]  Yu-Hang Wang,et al.  Seismic design and performance of self-centering-beam moment-frames , 2020 .

[13]  G. Saygili,et al.  Risk-based mainshock-aftershock performance assessment of SMA braced steel frames , 2020 .

[14]  G. MacRae,et al.  Structural straightening with tension braces using aftershocks – Shaking table study , 2019, Soil Dynamics and Earthquake Engineering.

[15]  T. Guo,et al.  Shake-Table Tests and Numerical Analysis of Self-Centering Prestressed Concrete Frame , 2019, ACI Structural Journal.

[16]  Pouyan Zarnani,et al.  Seismic performance of a damage avoidance self-centring brace with collapse prevention mechanism , 2019, Journal of Constructional Steel Research.

[17]  H. Hao,et al.  Hysteretic performance of RC double-column bridge piers with self-centering buckling-restrained braces , 2019, Bulletin of Earthquake Engineering.

[18]  Xilin Lu,et al.  Shake-table testing of a self-centering precast reinforced concrete frame with shear walls , 2018, Earthquake Engineering and Engineering Vibration.

[19]  Meng Shaoping,et al.  Parametric Analysis and Direct Displacement-Based Design Method of Self-Centering Energy-Dissipative Steel-Braced Frames , 2017 .

[20]  Zhong-Xian Li,et al.  Cyclic behavior and failure mechanism of self‐centering energy dissipation braces with pre‐pressed combination disc springs , 2017 .

[21]  Hanbin Ge,et al.  Development of a novel high-performance all-steel fish-bone shaped buckling-restrained brace , 2017 .

[22]  Pouyan Zarnani,et al.  Seismic resistant rocking coupled walls with innovative Resilient Slip Friction (RSF) joints , 2017 .

[23]  Songye Zhu,et al.  Shake table test and numerical study of self‐centering steel frame with SMA braces , 2017 .

[24]  Theodore L. Karavasilis,et al.  Assessment of capacity design of columns in steel moment resisting frames with viscous dampers , 2016 .

[25]  Zhen Zhou,et al.  Influence of tube length tolerance on seismic responses of multi-storey buildings with dual-tube self-centering buckling-restrained braces , 2016 .

[26]  Michel Bruneau,et al.  Dynamic Shake-Table Testing and Analytical Investigation of Self-Centering Steel Plate Shear Walls , 2016 .

[27]  Tsung-Han Wu,et al.  Seismic design and tests of a full-scale one-story one-bay steel frame with a dual-core self-centering brace , 2016 .

[28]  Canxing Qiu,et al.  High-mode effects on seismic performance of multi-story self-centering braced steel frames , 2016 .

[29]  Zhen Zhou,et al.  Experimental Investigation of the Hysteretic Performance of Dual-Tube Self-Centering Buckling-Restrained Braces with Composite Tendons , 2015 .

[30]  Jeffrey W. Berman,et al.  Comparison of web plate numerical models for self‐centering steel plate shear walls , 2015 .

[31]  Robert Tremblay,et al.  Shake table testing and numerical simulation of a self‐centering energy dissipative braced frame , 2013 .

[32]  Robert Tremblay,et al.  Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low‐amplitude shake table testing , 2013 .

[33]  Robert Tremblay,et al.  Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large‐amplitude shake table testing , 2013 .

[34]  Matthew R. Eatherton,et al.  Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace , 2012 .

[35]  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 .

[36]  Hanbin Ge,et al.  Simplified seismic design approach for steel portal frame piers with hysteretic dampers , 2007 .

[37]  善裕 岩田,et al.  鋼構造建築物の修復限界 : 鋼構造建築物の性能設計に関する研究 その2 , 2005 .

[38]  T. Guo,et al.  Probabilistic seismic demand assessment of self-centering concrete frames under mainshock-aftershock excitations , 2019 .

[39]  Tong Guo,et al.  Cyclic Load Tests on Self-Centering Concrete Pier with External Dissipators and Enhanced Durability , 2016 .

[40]  Lu Xili,et al.  Research progress on innovative earthquake-resilient structural systems , 2014 .

[41]  Robert Tremblay,et al.  Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation , 2008 .

[42]  Constantin Christopoulos,et al.  Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces , 2008 .

[43]  J. McCormick,et al.  PERMISSIBLE RESIDUAL DEFORMATION LEVELS FOR BUILDING STRUCTURES CONSIDERING BOTH SAFETY AND HUMAN ELEMENTS , 2008 .

[44]  Shih-Po Chang,et al.  Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures , 2000 .