Structural Motion Engineering
暂无分享,去创建一个
[1] T. Ikeda. Fundamentals of piezoelectricity , 1990 .
[2] A. P. Dorey,et al. Advances in actuators , 1995 .
[3] Bijan Samali,et al. Critical mode control of a wind-loaded tall building using an active tuned mass damper , 1997 .
[4] G. Strang. Introduction to Linear Algebra , 1993 .
[5] Takuji Kobori,et al. Active mass driver system as the first application of active structural control , 2001 .
[6] N. Wongprasert,et al. Numerical evaluation of adaptive base-isolated structures subjected to earthquake ground motions , 2005 .
[7] J. L. Sproston,et al. Non-linear modelling of an electro-rheological vibration damper , 1987 .
[8] Hsiang-Chuan Tsai,et al. Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systems , 1993 .
[9] Andrea Frisque,et al. Wind and tall buildings: negatives and positives , 2008 .
[10] Y. L. Xu,et al. Seismic Protection of a Building Complex Using Variable Friction Damper: Experimental Investigation , 2008 .
[11] Shirley J. Dyke,et al. PHENOMENOLOGICAL MODEL FOR MAGNETORHEOLOGICAL DAMPERS , 1997 .
[12] Bungale S. Taranath,et al. Structural Analysis and Design of Tall Buildings , 1988 .
[13] Ging Long Lin,et al. Vibration control of seismic structures using semi-active friction multiple tuned mass dampers , 2010 .
[14] Franz Ziegler,et al. BI-AXIAL SEISMIC ACTIVATION OF CIVIL ENGINEERING STRUCTURES EQUIPPED WITH TUNED LIQUID COLUMN DAMPERS , 2005 .
[15] Hyung-Jo Jung,et al. CONTROL OF SEISMICALLY EXCITED CABLE-STAYED BRIDGE EMPLOYING MAGNETORHEOLOGICAL FLUID DAMPERS , 2003 .
[16] A. Sano,et al. Adaptive identification of MR damper for vibration control , 2004, 2004 43rd IEEE Conference on Decision and Control (CDC) (IEEE Cat. No.04CH37601).
[17] More Avraam,et al. MR-fluid brake design and its application to a portable muscular device , 2009 .
[18] Anil K. Agrawal,et al. Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes , 2002 .
[19] Chin-Hsiung Loh,et al. Semi-active control of floor isolation system using MR-damper , 2008, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[20] Robert J. McNamara,et al. Tuned Mass Dampers for Buildings , 1977 .
[21] Jong-Cheng Wu,et al. Optimal designs for non-uniform tuned liquid column dampers in horizontal motion , 2009 .
[22] G. B. Warburton,et al. Optimum absorber parameters for various combinations of response and excitation parameters , 1982 .
[23] Jerome J. Connor,et al. Effects of Damping Device Nonlinearity on the Performance of Semiactive Tuned Mass Dampers , 2010 .
[24] Hyung-Jo Jung,et al. Semi‐active neurocontrol of a base‐isolated benchmark structure , 2006 .
[25] E. Crawley,et al. Use of piezoelectric actuators as elements of intelligent structures , 1987 .
[26] Satish Nagarajaiah,et al. A STFT semiactive controller for base isolated buildings with variable stiffness isolation systems , 2005 .
[27] Tadashi Nagase,et al. Tuned-pendulum mass damper installed in crystal tower , 1992 .
[28] Bijan Samali,et al. Mitigation of seismic responses on building structures using MR dampers with Lyapunov‐based control , 2008 .
[29] Carlos Mario Gallegos. Motion based design : solution algorithms to the inverse problem with applications to seismic design , 1998 .
[30] J. Ormondroyd. Theory of the Dynamic Vibration Absorber , 1928 .
[31] Y. Fujino,et al. Instability due to time delay and its compensation in active control of structures , 1993 .
[32] S. E. Randall,et al. Optimum Vibration Absorbers for Linear Damped Systems , 1981 .
[33] G. B. Warburton,et al. Optimum absorber parameters for simple systems , 1980 .
[34] Hiroki Yamaguchi,et al. SLIDING MODE CONTROL OF BUILDINGS WITH ATMD , 1997 .
[35] G. B. Warburton,et al. Optimum absorber parameters for minimizing vibration response , 1981 .
[36] B. F. Spencer,et al. STATE OF THE ART OF STRUCTURAL CONTROL , 2003 .
[37] Jefferson W. Asher,et al. Seismic Isolation of the USC University Hospital , 1989 .
[38] Jeong-Hoi Koo,et al. Semi-active controller dynamics in a magneto-rheological tuned vibration absorber , 2005, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[39] Lothar Gaul,et al. Damping of Structural Vibrations Using Adaptive Joint Connections and Neural Control , 2001 .
[40] James M. Ricles,et al. Seismic design and evaluation of steel moment‐resisting frames with compressed elastomer dampers , 2012 .
[41] Jong-Cheng Wu,et al. Design guidelines for tuned liquid column damper for structures responding to wind , 2005 .
[42] John R. Williams,et al. Time integration using wavelets , 1995, Defense, Security, and Sensing.
[43] Young Kong Ahn,et al. Adaptive Vibration Control by a Variable-Damping Dynamic Absorber Using ER Fluid , 1999 .
[44] C. S. Cai,et al. Cable Vibration Control with a TMD-MR Damper System: Experimental Exploration , 2007 .
[45] Jing Chen,et al. An Experimental Study on Semi-active Seismic Response Control of a Large-span Building on Top of Ship Lift Towers , 2008 .
[46] Daniele Veneziano,et al. Seismic Effectiveness of Tuned Mass Dampers , 1981 .
[47] B. Samali,et al. Optimization of tuned liquid column dampers , 1997 .
[48] Keh‐Chyuan Tsai,et al. Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction , 1993 .
[49] Genda Chen,et al. Shake table tests of a quarter‐scale three‐storey building model with piezoelectric friction dampers , 2004 .
[50] Katsuhiko Hata,et al. Development of 400kN magnetorheological damper for a real base-isolated building , 2003, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[51] Jean-Jacques E. Slotine,et al. Adaptive sliding controller synthesis for non-linear systems , 1986 .
[52] C. M. Wayman,et al. The Shape Memory (‘Marmem’) Effect in Alloys , 1972 .
[53] W. N. Patten,et al. Semiactive control of civil engineering structures , 1994, Proceedings of 1994 American Control Conference - ACC '94.
[54] Marc N. Samuelson,et al. Experimental and analytical studies of a novel semi-active piezoelectric coulomb damper , 2002, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[55] Ging Long Lin,et al. Stiffness controllable isolation system for near-fault seismic isolation , 2008 .
[56] Mark Sarkisian,et al. The Materials of the Cathedral of Christ the Light , 2011 .
[57] Hojjat Adeli,et al. WIND-INDUCED MOTION CONTROL OF 76-STORY BENCHMARK BUILDING USING THE HYBRID DAMPER-TLCD SYSTEM , 2005 .
[58] Juan Carlos de la Llera,et al. Tall building vibration control using a TM‐MR damper assembly , 2011 .
[59] C. M. Wayman,et al. Shape-Memory Materials , 2018 .
[60] Mohamed Abdellaoui Maane,et al. Modified friction device for control of large‐scale systems , 2012 .
[61] Jerome J. Connor,et al. Introduction to Structural Motion Control , 2002 .
[62] Pei-Yang Lin,et al. A comparative study in the semi-active control of isolated structures , 2007 .
[63] Henry T. Y. Yang,et al. Simple ATMD Control Methodology for Tall Buildings Subject to Wind Loads , 1996 .
[64] M. Rabins,et al. Semi‐Active versus Passive or Active Tuned Mass Dampers for Structural Control , 1983 .
[65] S. Yalla,et al. Optimum Absorber Parameters for Tuned Liquid Column Dampers , 2000 .
[66] Katsuhiko Ogata,et al. Modern Control Engineering , 1970 .
[67] Haluk Aktan,et al. Active control of building seismic response by energy dissipation , 1995 .
[68] C. M. Jackson,et al. 55-Nitinol - The Alloy with a Memory: It's Physical Metallurgy Properties, and Applications. NASA SP-5110 , 1972 .
[69] Farzad Naeim,et al. Design of seismic isolated structures , 1999 .
[70] John C. Snowdon. Vibration Isolation: Use and Characterization , 1979 .
[71] Hugo Bachmann,et al. Vibrations in structures induced by man and machines , 1987 .
[72] Ananth Ramaswamy,et al. Multiobjective Optimal Fuzzy Logic Controller Driven Active and Hybrid Control Systems for Seismically Excited Nonlinear Buildings , 2004 .
[73] Pierre Ghisbain. Seismic performance assessment for structural optimization , 2013 .
[74] L. Gaul,et al. Smart friction driven systems , 2005 .
[75] Pierre R. Belanger. Control Engineering: A Modern Approach , 1994 .
[76] Gregory G. Deierlein,et al. Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses , 2011 .
[77] Qiusheng Li,et al. New control strategies for active tuned mass damper systems , 2004 .
[78] Michel Frémond,et al. Shape Memory Alloys , 1996 .
[79] R. S. Jangid,et al. Variable dampers for earthquake protection of benchmark highway bridges , 2009 .
[80] Y. Tomita,et al. Development of new steel plates for building structural use , 1990 .
[81] P. Shi,et al. REAL-TIME SUBSTRUCTURE TEST OF JZ 20-2 NW OFFSHORE PLATFORM WITH SEMI-ACTIVE MR DAMPERS , 2006 .
[82] Jeong-Hoi Koo,et al. In Search of Suitable Control Methods for Semi-Active Tuned Vibration Absorbers , 2004 .
[83] Kung-Chun Lu,et al. Decentralized sliding mode control of a building using MR dampers , 2008, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[84] Wl L. Qu,et al. Dynamic analysis of wind-excited truss tower with friction dampers , 2001 .
[85] W. J. Hall,et al. Seismic Design Methodologies for the Next Generation of Codes , 1999 .
[86] Jerome J. Connor,et al. Self-organizing input space for control of structures , 2012 .
[87] M. Sain,et al. “ Smart ” Dampers for Seismic Protection of Structures : A Full-Scale Study , 1998 .
[88] Simon Laflamme. Control of Large-Scale Structures with Large Uncertainties , 2011 .
[89] Mamoru Iwata,et al. Passive damping technology for buildings in Japan , 2000 .
[90] Hong-Nan Li,et al. Semi‐active control for eccentric structures with MR damper based on hybrid intelligent algorithm , 2008 .
[91] Takeru Igusa,et al. SEMI-ACTIVE DYNAMIC VIBRATION ABSORBERS FOR CONTROLLING TRANSIENT RESPONSE , 1996 .