Innovative Seismic Response-Controlled System with Shear Wall and Concentrated Dampers in Lower Stories
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[1] Izuru Takewaki,et al. Critical earthquake input energy to connected building structures using impulse input , 2015 .
[2] C. A. Morales,et al. Transmissibility concept to control base motion in isolated structures , 2003 .
[3] Hong-Nan Li,et al. Limitations of height-to-width ratio for base-isolated buildings under earthquake , 2006 .
[4] Stephen A. Mahin,et al. Strongback System: A Way to Reduce Damage Concentration in Steel-Braced Frames , 2015 .
[6] A. H. Chowdhury,et al. The Past and Future of Seismic Effectiveness of Tuned Mass Dampers , 1987 .
[7] Roberto Nascimbene,et al. Seismic analysis of high-rise mega-braced frame-core buildings , 2016 .
[8] Turan Karabork,et al. Performance of multi-storey structures with high damping rubber bearing base isolation systems , 2011 .
[9] Akira Mita,et al. EFFECTIVE ARRANGEMENT OF PASSIVE CONTROL SYSTEMS IN STRUCTURES CONSIDERING COMPLEX MODAL CHARACTERISTICS , 2006 .
[10] Kohei Fujita,et al. Innovative base-isolated building with large mass-ratio TMD at basement for greater earthquake resilience , 2015 .
[11] G. W. Housner. Special issue : Structural control : Past, present, and future , 1997 .
[12] I. Takewaki,et al. Automatic generation of smart earthquake-resistant building system: Hybrid system of base-isolation and building-connection , 2016, Heliyon.
[13] Roberto Villaverde,et al. Implementation Study of Aseismic Roof Isolation System in 13-Story Building , 2000 .
[14] Robert D. Hanson,et al. Seismic design with supplemental energy dissipation devices , 2001 .
[15] T. T. Soong,et al. Passive Energy Dissipation Systems in Structural Engineering , 1997 .
[16] Tomaso Trombetti,et al. Multi-performance seismic design through an enhanced first-storey isolation system , 2013 .
[17] Salvatore Perno,et al. Dynamic response and optimal design of structures with large mass ratio TMD , 2012 .
[18] Kohei Fujita,et al. Earthquake input energy to tall and base‐isolated buildings in time and frequency dual domains , 2009 .
[19] Gilberto Mosqueda,et al. Aseismic roof isolation system: analytic and shake table studies , 1999 .
[20] Hyung-Jo Jung,et al. A feasibility study on smart base isolation systems using magneto-rheological elastomers , 2009 .
[21] R. S. Jangid,et al. Dynamic response of adjacent structures connected by friction damper , 2011 .
[22] R. S. Jangid,et al. Base isolation for near‐fault motions , 2001 .
[23] Ahsan Kareem,et al. Modelling of base-isolated buildings with passive dampers under winds , 1997 .
[24] Shigeru Aoki,et al. 10904 Response Evaluation of Base Isolation Sliding System Subjected to Nonstationary Random Vibration , 2014 .
[25] Akira Nishitani,et al. Optimum design for more effective tuned mass damper system and its application to base‐isolated buildings , 2014 .
[26] D. Wald,et al. Response of High-Rise and Base-Isolated Buildings to a Hypothetical Mw 7.0 Blind Thrust Earthquake , 1995, Science.
[27] T. T. Soong,et al. STRUCTURAL CONTROL: PAST, PRESENT, AND FUTURE , 1997 .
[28] Tomaso Trombetti,et al. Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers , 2016, Bulletin of Earthquake Engineering.
[29] Tomaso Trombetti,et al. Seismic Modal Contribution Factors , 2015, Bulletin of Earthquake Engineering.
[30] S. K. Singh,et al. STRONG GROUND MOTION PREDICTION AT MEXICO CITY , 1999 .
[31] Izuru Takewaki,et al. Earthquake Input Energy to Two Buildings Connected by Viscous Dampers , 2007 .
[32] Kohei Fujita,et al. Effect of Non-linearity of Connecting Dampers on Vibration Control of Connected Building Structures , 2016, Front. Built Environ..
[33] Yunfeng Zhang,et al. PROTECTING BASE-ISOLATED STRUCTURES FROM NEAR-FIELD GROUND MOTION BY TUNED INTERACTION DAMPER , 2002 .
[34] Luigi Petti,et al. SMALL SCALE EXPERIMENTAL TESTING TO VERIFY THE EFFECTIVENESS OF THE BASE ISOLATION AND TUNED MASS DAMPERS COMBINED CONTROL STRATEGY , 2010 .
[35] Katsuhiro KAMAE,et al. STRONG GROUND MOTION PREDICTION FOR HUGE SUBDUCTION EARTHQUAKES USING A CHARACTERIZED SOURCE MODEL AND SEVERAL SIMULATION TECHNIQUES , 2002 .
[36] Alessandro De Stefano,et al. Robust design of mass-uncertain rolling-pendulum TMDs for the seismic protection of buildings , 2009 .
[37] Hibino Hiroshi,et al. DURABILITY OF LAMINATED RUBBER AS ROTARY BEARING: Development of vibration controlled high-rise RC building with low stiffness at lower stories using shear-wall and oil-dampers: Part 1 , 2017 .
[38] Kohei Fujita,et al. Uncertainties in long-period ground motion and its impact on building structural design: Case study of the 2011 Tohoku (Japan) earthquake , 2013 .
[39] Izuru Takewaki,et al. Building Control with Passive Dampers , 2009 .
[40] John F. Hall,et al. The role of damping in seismic isolation , 1999 .
[41] Izuru Takewaki,et al. Bound of aspect ratio of base-isolated buildings considering nonlinear tensile behavior of rubber bearing , 2008 .
[42] Izuru Takewaki,et al. Smart passive control of buildings with higher redundancy and robustness using base-isolation and inter-connection , 2013 .
[43] Izuru Takewaki,et al. Dual Control High-rise Building for Robuster Earthquake Performance , 2017, Front. Built Environ..
[44] A. Reinhorn,et al. Overview of the Resilience Concept , 2006 .
[45] Liming Zhang,et al. Slide roof system for dynamic response reduction , 2008 .
[46] Yoyong Arfiadi,et al. Optimal passive and active control mechanisms for seismically excited buildings , 2000 .
[47] Claudio Amadio,et al. The effects of repeated earthquake ground motions on the non‐linear response of SDOF systems , 2003 .
[48] Manuel Aguirre,et al. Aseismic Roof Isolation System Built with Steel Oval Elements: Exploratory Study , 2005 .
[49] Izuru Takewaki,et al. Robustness of base‐isolated high‐rise buildings under code‐specified ground motions , 2008 .
[50] Maria Q. Feng,et al. Vibration Control of Tall Buildings Using Mega Subconfiguration , 1995 .
[51] J. Affeldt,et al. The feasibility study , 2019, The Information System Consultant’s Handbook.
[52] Gian Paolo Cimellaro,et al. Performance‐based seismic design of multistory frame structures equipped with crescent‐shaped brace , 2018 .
[53] Marvin W. Halling,et al. Near-Source Ground Motion and its Effects on Flexible Buildings , 1995 .
[54] Izuru Takewaki,et al. Uncertain-parameter sensitivity of earthquake input energy to base-isolated structure , 2005 .
[55] Kohei Fujita,et al. Smart passive damper control for greater building earthquake resilience in sustainable cities , 2011 .
[56] Kohei Fujita,et al. The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions , 2011 .
[57] Izuru Takewaki,et al. Resonant behaviour of base‐isolated high‐rise buildings under long‐period ground motions , 2006 .
[58] Lesley F. Wright,et al. Information Gap Decision Theory: Decisions under Severe Uncertainty , 2004 .