343
Views
0
CrossRef citations to date
0
Altmetric
Building structures and materials

Multi-objective stochastic optimization of tuned mass dampers under earthquake excitation considering soil–structure interaction

&
Pages 1596-1611 | Received 28 Aug 2023, Accepted 09 Oct 2023, Published online: 06 Dec 2023

References

  • Bakre, S. V., and R. S. Jangid. 2007. “Optimum Parameters of Tuned Mass Damper for Damped Main System.” Structural Control and Health Monitoring 14 (3): 448–470. https://doi.org/10.1002/stc.166.
  • Bekdaş, G., A. E. Kayabekir, S. M. Nigdeli, and Y. C. Toklu. 2019. “Tranfer Function Amplitude Minimization for Structures with Tuned Mass Dampers Considering Soil-Structure Interaction.” Soil Dynamics and Earthquake Engineering 116:552–562. https://doi.org/10.1016/j.soildyn.2018.10.035.
  • Bekdaş, G., and S. M. Nigdeli. 2011. “Estimating Optimum Parameters of Tuned Mass Dampers Using Harmony Search.” Engineering Structures 33 (9): 2716–2723. https://doi.org/10.1016/j.engstruct.2011.05.024.
  • Bekdaş, G., and S. M. Nigdeli. 2017. “Metaheuristic Based Optimization of Tuned Mass Dampers Under Earthquake Excitation by Considering Soil-Structure Interaction.” Soil Dynamics and Earthquake Engineering 92:443–461. https://doi.org/10.1016/j.soildyn.2016.10.019.
  • Bekdaş, G., S. M. Nigdeli, and X. S. Yang. 2018. “A Novel Bat Algorithm Based Optimum Tuning of Mass Dampers for Improving the Seismic Safety of Structures.” Engineering Structures 159:89–98. https://doi.org/10.1016/j.engstruct.2017.12.037.
  • Chen, X., H. T. Y. Yang, J. Z. Shan, P. K. Hansma, and W. Shi. 2016. “Bio-Inspired Passive Optimized Base-Isolation System for Seismic Mitigation of Building Structures.” Journal of Engineering Mechanics 142 (1): 04015061. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000971.
  • Choi, J., D. S. Kang, M. G. Lee, S. G. Bae, T. Hong, D. E. Lee, H. S. Park, et al. 2023. “Vibration Safety Evaluation Model and Sensor Network-Based Monitoring System for Coke Drums in Operation.” Journal of Asian Architecture and Building Engineering 22 (3): 1399–1412. https://doi.org/10.1080/13467581.2022.2085719.
  • Chuai, M. 2022. “Numerical Simulation of Shaking Table Tests on a Soil Structure System.” Journal of Asian Architecture and Building Engineering 21 (3): 1002–1018. https://doi.org/10.1080/13467581.2021.1927047.
  • Etedali, S., M. Akbari, and M. Seifi. 2019. “MOCS-Based Optimum Design of TMD and FTMD for Tall Buildings Under Near-Field Earthquakes Including SSI Effects.” Soil Dynamics and Earthquake Engineering 119:36–50. https://doi.org/10.1016/j.soildyn.2018.12.027.
  • Farshidianfar, A., and S. Soheili. 2013. “Ant Colony Optimization of Tuned Mass Dampers for Earthquake Oscillations of High-Rise Structures Including Soil–Structure Interaction.” Soil Dynamics and Earthquake Engineering 51:14–22. https://doi.org/10.1016/j.soildyn.2013.04.002.
  • Fu, B., X. X. Wei, J. Chen, and S. Bi. 2023. “Shear Lag Effects on Pedestrian-Induced Vibration and TMD-Based Vibration Control of Footbridges.” Structural Engineering International 33 (3): 447–461. https://doi.org/10.1080/10168664.2022.2059799.
  • Ganjavi, B., A. Gholamrezatabar, and I. Hajirasouliha. 2019. “Effects of Soil-Structure Interaction and Lateral Design Load Pattern on Performance-Based Plastic Design of Steel Moment Resisting Frames.” The Structural Design of Tall & Special Buildings 28 (11): e1624. https://doi.org/10.1002/tal.1624.
  • Greco, R., and G. C. Marano. 2013. “Optimum Design of Tuned Mass Dampers by Displacement and Energy Perspectives.” Soil Dynamics and Earthquake Engineering 49:243–253. https://doi.org/10.1016/j.soildyn.2013.02.013.
  • Greco, R., G. C. Marano, and A. Fiore. 2016. “Performance–Cost Optimization of Tuned Mass Damper Under Low-Moderate Seismic Actions.” The Structural Design of Tall & Special Buildings 25 (18): 1103–1122. https://doi.org/10.1002/tal.1300.
  • Islam, M. S., J. Do, and D. Kim. 2018. “Multi-Objective Optimization of TMD for Frame Structure Based on Response Surface Methodology and Weighted Desirability Function.” KSCE Journal of Civil Engineering 22 (8): 3015–3027. https://doi.org/10.1007/s12205-017-0387-2.
  • Jia, F., and L. Jianwen. 2019. “Performance Degradation of Tuned-Mass-Dampers Arising from Ignoring Soil-Structure Interaction Effects.” Soil Dynamics and Earthquake Engineering 125:105701. https://doi.org/10.1016/j.soildyn.2019.05.040.
  • Jin, X., S. Y. Xie, J. He, Y. Lin, Y. Wang, and N. Wang. 2018. “Optimization of Tuned Mass Damper Parameters for Floating Wind Turbines by Using the Artificial Fish Swarm Algorithm.” Ocean Engineering 167:130–141. https://doi.org/10.1016/j.oceaneng.2018.08.031.
  • Kamgar, R., P. Samea, and M. Khatibinia. 2018. “Optimizing Parameters of Tuned Mass Damper Subjected to Critical Earthquake.” The Structural Design of Tall & Special Buildings 27 (7): e1460. https://doi.org/10.1002/tal.1460.
  • Keshtegar, B., and S. Etedali. 2018. “Nonlinear Mathematical Modeling and Optimum Design of Tuned Mass Dampers Using Adaptive Dynamic Harmony Search Algorithm.” Structural Control and Health Monitoring 25 (7): e2163. https://doi.org/10.1002/stc.2163.
  • Lavan, O. 2017. “Multi-Objective Optimal Design of Tuned Mass Dampers.” Structural Control & Health Monitoring 24 (11): e2008. https://doi.org/10.1002/stc.2008.
  • Lee, B., C. Chen, T. Chen, S.-Y. Shiao, C.-R. Jiang, and F. Y. Yeh. 2022. “Enhancement of Structural Seismic Performance of Low-Rise Buildings Using Displacement-Dependent Tuned Mass Damper.” Structures 37:1119–1128. https://doi.org/10.1016/j.istruc.2022.01.051.
  • Leung, A. Y. T., and H. J. Zhang. 2009. “Particle Swarm Optimization of Tuned Mass Dampers.” Engineering Structures 31 (3): 715–728. https://doi.org/10.1016/j.engstruct.2008.11.017.
  • Leung, A. Y. T., H. J. Zhang, C. C. Cheng, and Y. Y. Lee. 2008. “Particle Swarm Optimization of TMD by Non-Stationary Base Excitation During Earthquake.” Earthquake Engineering and Structural Dynamics 37 (9): 1223–1246. https://doi.org/10.1002/eqe.811.
  • Liu, M. Y., W. L. Chiang, J. H. Hwang, and C. R. Chu. 2008. “Wind-Induced Vibration of High-Rise Building with Tuned Mass Damper Including Soil–Structure Interaction.” Journal of Wind Engineering and Industrial Aerodynamics 96 (6–7): 1092–1102. https://doi.org/10.1016/j.jweia.2007.06.034.
  • Lyu, Q., W. Lu, W. Wang, and Y. Chen. 2020. “Mechanism and Optimum Design of Shared Tuned Mass Damper for Twin-Tower Structures Connected at the Top by an Isolated Corridor.” The Structural Design of Tall & Special Buildings 29 (8): e1728. https://doi.org/10.1002/tal.1728.
  • Matta, E. 2018. “Lifecycle Cost Optimization of Tuned Mass Dampers for the Seismic Improvement of Inelastic Structures.” Earthquake Engineering and Structural Dynamics 47 (3): 714–737. https://doi.org/10.1002/eqe.2987.
  • Ozturk, B., H. Cetin, and E. Aydin. 2022. “Optimum Vertical Location and Design of Multiple Tuned Mass Dampers Under Seismic Excitations.” Structures 41:1141–1163. https://doi.org/10.1016/j.istruc.2022.05.014.
  • Pacific Earthquake Engineering Research Center (PEER Ground Motion Database). 2013. https://ngawest2.berkeley.edu.
  • Pozos-Estrada, A., and R. Gómez. 2019. “Parametric Study of the Use and Optimization of Tuned Mass Dampers to Control the Wind‐ and Seismic‐Induced Responses of a Slender Monument.” The Structural Design of Tall & Special Buildings 28 (13): e1633. https://doi.org/10.1002/tal.1633.
  • Roozbahan, M., and E. Jahani. 2022. “Optimal Design of Elastic and Elastoplastic Tuned Mass Dampers Using the Mouth Brooding Fish Algorithm for Linear and Nonlinear Structures.” Structures 43:1084–1090. https://doi.org/10.1016/j.istruc.2022.07.037.
  • Salvi, J., F. Pioldi, and E. Rizzi. 2018. “Optimum Tuned Mass Dampers Under Seismic Soil-Structure Interaction.” Soil Dynamics and Earthquake Engineering 114:576–597. https://doi.org/10.1016/j.soildyn.2018.07.014.
  • Shan, J. Z., Z. G. Shi, F. Hu, J. Yu, and W. Shi. 2018. “Stochastic Optimal Design of Novel Nonlinear Base Isolation System for Seismic-Excited Building Structures.” Structural Control and Health Monitoring 25 (7): e2168. https://doi.org/10.1002/stc.2168.
  • Sheng, T., G. B. Liu, X. C. Bian, W.-X. Shi, and Y. Chen. 2022. “Development of a Three-Directional Vibration Isolator for Buildings Subject to Metro- and Earthquake-Induced Vibrations.” Engineering Structures 252:113576. https://doi.org/10.1016/j.engstruct.2021.113576.
  • Sheng, T., W. Shi, J. Shan, F. Y. Hong, X. C. Bian, G. B. Liu, Y. Chen, et al. 2020. “Base Isolation of Buildings for Subway-Induced Environmental Vibration: Field Experiments and a Semi-Analytical Prediction Model.” The Structural Design of Tall & Special Buildings 29 (16): e1798. https://doi.org/10.1002/tal.1798.
  • Shi, W., L. Wang, and Z. Lu. 2018. “Study on Self-Adjustable Tuned Mass Damper with Variable Mass.” Structural Control and Health Monitoring 25 (3): e2114. https://doi.org/10.1002/stc.2114.
  • Shi, W., L. Wang, Z. Lu, and H. Gao. 2018. “Study on Adaptive-Passive and Semi-Active Eddy Current Tuned Mass Damper with Variable Damping.” Sustainability 10 (2): 99. https://doi.org/10.3390/su10010099.
  • Shi, W., L. Wang, Z. Lu, and H. Wang. 2019. “Experimental and Numerical Study on Adaptive-Passive Variable Mass Tuned Mass Damper.” Journal of Sound and Vibration 452:97–111. https://doi.org/10.1016/j.jsv.2019.04.008.
  • Shi, W., L. Wang, Z. Lu, and Q. Zhang. 2018. “Application of an Artificial Fish Swarm Algorithm in an Optimum Tuned Mass Damper Design for a Pedestrian Bridge.” Applied Sciences 8 (2): 175. https://doi.org/10.3390/app8020175.
  • Todorovska, M. I., B. Niu, G. Lin, C. Cao, D. Wang, J. Cui, F. Wang, et al. 2020. “A New Full-Scale Testbed for Structural Health Monitoring and Soil–Structure Interaction Studies: Kunming 48-Story Office Building in Yunnan Province, China.” Structural Control and Health Monitoring 27 (7): e2545. https://doi.org/10.1002/stc.2545.
  • Wang, L., S. Nagarajaiah, W. Shi, and Y. Zhou. 2020. “Study on Adaptive-Passive Eddy Current Pendulum Tuned Mass Damper for Wind-Induced Vibration Control.” The Structural Design of Tall & Special Buildings 29 (15): e1793. https://doi.org/10.1002/tal.1793.
  • Wang, L., S. Nagarajaiah, W. Shi, and Y. Zhou. 2021. “Semi-Active Control of Walking-Induced Vibrations in Bridges Using Adaptive Tuned Mass Damper Considering Human-Structure-Interaction.” Engineering Structures 244:112743. https://doi.org/10.1016/j.engstruct.2021.112743.
  • Wang, L., S. Nagarajaiah, W. Shi, and Y. Zhou. 2022. “Seismic Performance Improvement of Base-Isolated Structures Using a Semi-Active Tuned Mass Damper.” Engineering Structures 271:114963. https://doi.org/10.1016/j.engstruct.2022.114963.
  • Wang, L., S. Nagarajaiah, Y. Zhou, and W. Shi. 2023. “Experimental Study on Adaptive-Passive Tuned Mass Damper with Variable Stiffness for Vertical Human-Induced Vibration Control.” Engineering Structures 280:115714. https://doi.org/10.1016/j.engstruct.2023.115714.
  • Wang, L., W. Shi, and Y. Zhou. 2019. “Study on Self-Adjustable Variable Pendulum Tuned Mass Damper.” The Structural Design of Tall & Special Buildings 28 (1): e1561. https://doi.org/10.1002/tal.1561.
  • Wang, L., W. Shi, and Y. Zhou. 2022. “Adaptive-Passive Tuned Mass Damper for Structural Aseismic Protection Including Soil–Structure Interaction.” Soil Dynamics and Earthquake Engineering 158:107298. https://doi.org/10.1016/j.soildyn.2022.107298.
  • Wang, L., Y. Zhou, S. Nagarajaiah, and W. Shi. 2023. “Bi-Directional Semi-Active Tuned Mass Damper for Torsional Asymmetric Structural Seismic Response Control.” Engineering Structures 294:116744. https://doi.org/10.1016/j.engstruct.2023.116744.
  • Wang, L., Y. Zhou, and W. Shi. 2023. “Seismic Response Control of a Nonlinear Tall Building Under Mainshock-Aftershock Sequences Using Semi-Active Tuned Mass Damper.” International Journal of Structural Stability and Dynamics. https://doi.org/10.1142/S0219455423400278.
  • Wang, L., Y. Zhou, and W. Shi. 2023. “Seismic Control of a Smart Structure with Semiactive Tuned Mass Damper and Adaptive Stiffness Property.” Earthquake Engineering and Resilience 2 (1): 74–93. https://doi.org/10.1002/eer2.38.
  • Wang, L. K., W. X. Shi, X. W. Li, Q. Zhang, and Y. Zhou. 2019. “An Adaptive-Passive Retuning Device for a Pendulum Tuned Mass Damper Considering Mass Uncertainty and Optimum Frequency.” Structural Control and Health Monitoring 26 (7): e2377. https://doi.org/10.1002/stc.2377.
  • Wang, L. K., W. X. Shi, Q. W. Zhang, and Y. Zhou. 2020. “Study on Adaptive-Passive Multiple Tuned Mass Damper with Variable Mass for a Large-Span Floor Structure.” Engineering Structures 209:110010. https://doi.org/10.1016/j.engstruct.2019.110010.
  • Wang, L. K., W. X. Shi, Y. Zhou, and Q. Zhang. 2020. “Semi-Active Eddy Current Pendulum Tuned Mass Damper with Variable Frequency and Damping.” Smart Structures and Systems 25 (1): 65–80.
  • Wang, M., F. F. Sun, Y. Koetaka, L. Chen, S. Nagarajaiah, and X. L. Du. 2023. “Frequency Independent Damped Outrigger Systems for Multi-Mode Seismic Control of Super Tall Buildings with Frequency Independent Negative Stiffness Enhancement.” Earthquake Engineering and Structural Dynamics 52 (9): 2731–2754. https://doi.org/10.1002/eqe.3891.
  • Wang, Y., L. Wang, and W. Shi. 2021. “Two-Dimensional Air Spring Based Semi-Active TMD for Vertical and Lateral Walking and Wind-Induced Vibration Control.” Structural Engineering and Mechanics 80 (4): 377–390.
  • Yang, J., F. Zhang, P. Li, and H. Jing. 2023. “Seismic Performance of Column-Bearing Silo Structure with Granular Materials Considering SSI Effect.” Structures 47:595–606. https://doi.org/10.1016/j.istruc.2022.11.064.
  • Zhang, H., L. Wang, and W. Shi. 2023. “Seismic Control of Adaptive Variable Stiffness Intelligent Structures Using Fuzzy Control Strategy Combined with LSTM.” Journal of Building Engineering 78:107549. https://doi.org/10.1016/j.jobe.2023.107549.