Optimal Design of Tuned Liquid Column Damper for Wind-induced Response Control of Benchmark Tall Building

[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 .