Optimal Design of Tuned Liquid Column Damper for Wind-induced Response Control of Benchmark Tall Building
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[1] R. S. Jangid,et al. Multiple tuned liquid sloshing dampers for across-wind response control of benchmark tall building , 2021, Innovative Infrastructure Solutions.
[2] R. S. Jangid,et al. Design of tuned liquid sloshing dampers using nonlinear constraint optimization for across-wind response control of benchmark tall building , 2021 .
[3] Sudib K. Mishra,et al. Inerter assisted robustness of compliant liquid column damper , 2021 .
[4] D. De Domenico,et al. Seismic performance of optimal Multi-Tuned Liquid Column Damper-Inerter (MTLCDI) applied to adjacent high-rise buildings , 2021 .
[5] Ali Kaveh,et al. Optimal structural control of tall buildings using tuned mass dampers via chaotic optimization algorithm , 2020 .
[6] Liang Cao,et al. Development and validation of a nonlinear dynamic model for tuned liquid multiple columns dampers , 2020 .
[7] Yi Tang,et al. Seismic response control of adjacent high-rise buildings linked by the Tuned Liquid Column Damper-Inerter (TLCDI) , 2020 .
[8] A. Hanif,et al. Material optimization of tuned liquid column ball damper (TLCBD) for the vibration control of multi-storey structure using various liquid and ball densities , 2020 .
[9] Qinhua Wang,et al. Inerter-based tuned liquid column damper for seismic vibration control of a single-degree-of-freedom structure , 2020 .
[10] Satish Nagarajaiah,et al. Study on adaptive‐passive eddy current pendulum tuned mass damper for wind‐induced vibration control , 2020, The Structural Design of Tall and Special Buildings.
[11] Okyay Altay,et al. Mathematical modeling and optimization scheme for omnidirectional tuned liquid column dampers , 2020, Journal of Sound and Vibration.
[12] Jin‐Ting Wang,et al. A toroidal tuned liquid column damper for multidirectional ground motion‐induced vibration control , 2020, Structural Control and Health Monitoring.
[13] Zhao-Dong Xu,et al. Tuned mass-damper-inerter control of wind-induced vibration of flexible structures based on inerter location , 2019, Engineering Structures.
[14] R. Reid. Skinny ’Scrapers , 2019, Civil Engineering Magazine Archive.
[15] Adriano Todorovic Fabro,et al. Optimization of a tuned liquid column damper subject to an arbitrary stochastic wind , 2018, Journal of the Brazilian Society of Mechanical Sciences and Engineering.
[16] Sven Klinkel,et al. A semi‐active tuned liquid column damper for lateral vibration control of high‐rise structures: Theory and experimental verification , 2018, Structural Control and Health Monitoring.
[17] D. Pandey,et al. Moving orifice circular liquid column damper for controlling torsionally coupled vibration , 2018, Journal of Fluids and Structures.
[18] B. Basu,et al. Design of an active compliant liquid column damper by LQR and wavelet linear quadratic regulator control strategies , 2018, Structural Control and Health Monitoring.
[19] Ashutosh Sharma,et al. Mitigation of wind load on tall buildings through aerodynamic modifications: Review , 2018, Journal of Building Engineering.
[20] Kenny C. S Kwok,et al. The fundamental human response to wind-induced building motion , 2017 .
[21] B. Basu,et al. A study on semi-active Tuned Liquid Column Dampers (sTLCDs) for structural response reduction under random excitations , 2016 .
[22] Sourav Gur,et al. Tuned liquid column ball damper for seismic vibration control , 2015 .
[23] K. Min,et al. Analytical and experimental investigations on performance of tuned liquid column dampers with various orifices to wind-excited structural vibration , 2015 .
[24] Kenny C. S Kwok,et al. Wind-induced Motion of Tall Buildings: Designing for Habitability , 2015 .
[25] Vasant Matsagar,et al. Distributed Multiple Tuned Mass Dampers for Wind Vibration Response Control of High-Rise Building , 2014 .
[26] Hojjat Adeli,et al. Tuned Mass Dampers , 2013 .
[27] R. S. Jangid,et al. Optimum Multiple Tuned Mass Dampers for the Wind Excited Benchmark Building , 2011 .
[28] Khalid A. Alsaif,et al. Modified liquid column damper for vibration control of structures , 2011 .
[29] R. S. Jangid,et al. Response of wind‐excited benchmark building installed with dampers , 2011 .
[30] Subrata Chakraborty,et al. Optimum design of tuned liquid column dampers under stochastic earthquake load considering uncertain bounded system parameters , 2010 .
[31] Jong-Cheng Wu,et al. Design guidelines for tuned liquid column damper for structures responding to wind , 2005 .
[32] Hojjat Adeli,et al. Hybrid control of irregular steel highrise building structures under seismic excitations , 2005 .
[33] Hongjin Kim,et al. Performance evaluation of tuned liquid column dampers for response control of a 76-story benchmark building , 2005 .
[34] Hojjat Adeli,et al. Hybrid Control of Smart Structures Using a Novel Wavelet‐Based Algorithm , 2005 .
[35] Biswajit Basu,et al. Seismic vibration control of short period structures using the liquid column damper , 2004 .
[36] Billie F. Spencer,et al. Stochastic optimal control of wind-excited tall buildings using semi-active MR-TLCDs , 2004 .
[37] Yung-Hsiang Chen,et al. Active tuned liquid column damper with propellers , 2003 .
[38] Chih-Chen Chang,et al. Control of buildings using single and multiple tuned liquid column dampers , 1998 .
[39] Chien Ming Wang,et al. Effectiveness of tuned liquid column dampers for vibration control of towers , 1995 .
[40] Qinhua Wang,et al. Wind-induced vibration control and parametric optimization of connected high-rise buildings with tuned liquid-column-damper–inerter , 2021 .
[41] Mohammad Jafari,et al. Methodologies to mitigate wind-induced vibration of tall buildings: A state-of-the-art review , 2021 .
[42] Vasant Matsagar,et al. Wind response control of tall buildings with a tuned mass damper , 2018 .
[43] K. M. Shum,et al. Closed form optimal solution of a tuned liquid column damper for suppressing harmonic vibration of structures , 2009 .