Self-adaptive approach for optimisation of passive control systems for seismic resistant buildings
暂无分享,去创建一个
[1] Theodore L. Karavasilis,et al. Seismic structural and non-structural performance evaluation of highly damped self-centering and conventional systems , 2011 .
[2] T. T. Soong,et al. Future directions in structural control , 2009 .
[3] Stefan Hurlebaus,et al. Adaptive control of base-isolated structures against near-field earthquakes using variable friction dampers , 2011 .
[4] Yaomin Fu,et al. Design of friction damped structures using lateral force procedure , 2000 .
[6] Mahendra P. Singh,et al. Design of yielding metallic and friction dampers for optimal seismic performance , 2003 .
[7] Richard Sause,et al. Seismic Performance of Post-tensioned Steel Moment Resisting Frames With Friction Devices , 2005 .
[8] Yoshihiro Nitta,et al. Semiactive Structural-Control Based on Variable Slip-Force Level Dampers , 2003 .
[9] Luis M. Moreschi,et al. Seismic design of energy dissipation systems for optimal structural perfromance , 2000 .
[10] Masaaki Tsuji,et al. Optimum viscous dampers for stiffness design of shear buildings , 1996 .
[11] Jinsiang Shaw,et al. Semi-active Control of Tunable Hybrid Shape Memory Material for Vibration Attenuation , 2013 .
[12] Richard Sause,et al. Behavior and Design of Posttensioned Steel Frame Systems , 2007 .
[13] Dimitrios Vamvatsikos,et al. Probabilistic economic seismic loss estimation in steel buildings using post-tensioned moment-resisting frames and viscous dampers , 2016 .
[14] Andrei M. Reinhorn,et al. Design of Supplemental Dampers for Control of Structures , 1996 .
[15] T. K. Datta,et al. Semiactive Fuzzy Control of the Seismic Response of Building Frames , 2006 .
[16] Hyung J. Kim,et al. Friction Damped Posttensioned Self-Centering Steel Moment-Resisting Frames , 2008 .
[17] Imad H. Mualla,et al. Performance of steel frames with a new friction damper device under earthquake excitation , 2002 .
[19] Theodore L. Karavasilis,et al. EC8-based seismic design and assessment of self-centering post-tensioned steel frames with viscous dampers , 2015 .
[20] Alfonso VULCANO,et al. COMPARATIVE STUDY OF THE SEISMIC PERFORMANCE OF FRAMES USING DIFFERENT DISSIPATIVE BRACES , 1999 .
[21] Cedric Marsh,et al. RESPONSE OF FRICTION DAMPED BRACED FRAMES , 1982 .
[22] M. Fardis,et al. Designer's guide to EN 1998-1 and en 1998-5 Eurocode 8: Design of structures for earthquake resistance; general rules, seismic actions, design rules for buildings, foundations and retaining structures/ M.Fardis[et al.] , 2005 .
[23] Andre Filiatrault,et al. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames , 2002 .
[24] Jie Li,et al. Steel self-centering moment frames with collector beam floor diaphragms , 2008 .
[25] Andre Filiatrault,et al. Seismic Design Spectra for Friction‐Damped Structures , 1990 .
[26] Dora Foti,et al. Numerical efficiency assessment of energy dissipators for seismic protection of buildings , 1998 .
[27] Tzong-Shuoh Yang,et al. Slotted Bolted Connection Energy Dissipators , 1993 .
[28] Sung-Kyung Lee,et al. Design of a bracing-friction damper system for seismic retrofitting , 2008 .
[29] Robert Levy,et al. A simple approach to the seismic design of friction damped braced medium-rise frames , 2001 .
[30] Yasser Eljajeh,et al. Centralized semi‐active control of post‐tensioned steel frames , 2013 .
[31] James M. Ricles,et al. Large-Scale Experimental Studies of Structural Control Algorithms for Structures with Magnetorheological Dampers Using Real-Time Hybrid Simulation , 2013 .
[32] L. Gaul,et al. Vibration control using semi-active friction damping , 1999, 1999 European Control Conference (ECC).
[33] J. Ricles,et al. SEISMIC RESPONSE AND DESIGN OF POST-TENSIONED STEEL MOMENT RESISTING FRAMES WITH FRICTION COMPONENTS , 2002 .
[34] Yutaka Inoue,et al. Overview of the application of active/semiactive control to building structures in Japan , 2001 .
[35] Brian Uy,et al. Seismic design, modelling and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins , 2013, Bulletin of Earthquake Engineering.
[36] Y. Ribakov. Semi-active predictive control of non-linear structures with controlled stiffness devices and friction dampers , 2004 .
[37] 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 .
[38] Andrew S. Whittaker,et al. A Critical Review of Current Approaches to Earthquake Resistant Design , 1995 .
[39] Iman Hajirasouliha,et al. An efficient performance‐based seismic design method for reinforced concrete frames , 2012 .
[40] Billie F. Spencer,et al. Modeling and Control of Magnetorheological Dampers for Seismic Response Reduction , 1996 .
[41] Gary F. Dargush,et al. Optimal seismic design of moment‐resisting steel frames with hysteretic passive devices , 2009 .
[42] Stefan Hurlebaus,et al. Application of semi-active control strategies for seismic protection of buildings with MR dampers , 2010 .
[43] S.J. Dyke,et al. A comparison of semi-active control strategies for the MR damper , 1997, Proceedings Intelligent Information Systems. IIS'97.
[44] Brian Uy,et al. Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins , 2013 .
[45] Gian Paolo Cimellaro,et al. Performance‐based seismic design of multistory frame structures equipped with crescent‐shaped brace , 2018 .
[46] Mark Dobossy,et al. C OMPARISON OF TWO SELF-CENTERING STEEL MOMENT FRAME MODELING TECHNIQUES : EXPLICIT GAP MODELS , AND NON-LINEAR ROTATIONAL SPRING MODELS , 2006 .
[47] Fahim Sadek,et al. Semiactive control algorithms for structures with variable dampers , 1997 .
[48] Andrew S. Whittaker,et al. Performance of Seismic Isolation Hardware under Service and Seismic Loading , 2007 .
[49] Zhao-Dong Xu,et al. Semi-active control of structures incorporated with magnetorheological dampers using neural networks , 2003 .
[50] Keh-Chyuan Tsai,et al. Seismic self‐centering steel beam‐to‐column moment connections using bolted friction devices , 2008 .
[51] Chih-Chen Chang,et al. Adaptive fuzzy control for nonlinear building-magnetorheological damper system , 2003 .
[52] Stefan Hurlebaus,et al. Active and Semi‐active Adaptive Control for Undamaged and Damaged Building Structures Under Seismic Load , 2012, Comput. Aided Civ. Infrastructure Eng..
[53] Richard Sause,et al. Posttensioned Seismic-Resistant Connections for Steel Frames , 2001 .
[54] Yaomin Fu,et al. Simplified seismic code design procedure for friction-damped steel frames , 1999 .