Experimental validation and numerical simulation of a dual-self-centering variable friction braced frame under strong ground motions
暂无分享,去创建一个
H. Ge | Zhen Zhou | Yongwei Wang | Jiehua Yao | Q. Xie
[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 .