Energy-Based Simplified Damper Design Methodology for Seismic Torsional Vibration Control of Buildings with Experimental Verification

References

• Almazan, J. L., and J. C. de la Llera. 2009. “Torsional Balance as New Design Criterion for Asymmetric Structures with Energy Dissipation Devices.” Earthquake Engineering & Structural Dynamics 38 (12): 1421–1440. https://doi.org/10.1002/eqe.909.
   Web of Science ®Google Scholar
• Antonopoulos, T. A., and S. A. Anagnostopoulos. 2012. “Seismic Evaluation and Upgrading of RC Buildings with Weak Open Ground Stories.” Earthquake and Structures 3 (3–4): 611–628. https://doi.org/10.12989/eas.2012.3.3_4.611.
   Web of Science ®Google Scholar
• ATC. 2005. “Improvement of Nonlinear Static Seismic Analysis Procedures.” Applied Technology Council FEMA 440 1–392. Washington, D.C.
   Google Scholar
• Bharti, S. D., S. M. Dumne, and M. K. Shrimali. 2014. “Earthquake Response of Asymmetric Building with MR Damper.” Earthquake Engineering and Engineering Vibration 13 (2): 305–316. https://doi.org/10.1007/s11803-014-0232-2.
   Web of Science ®Google Scholar
• B S S C. 2015. “NEHRP Recommended Seismic Provisions for New Buildings and Other Structures, FEMA P-1050-1.” Federal Emergency Management Agency 1–555. Washington, D.C.
   Google Scholar
• Chopra, A. K. 2005. Dynamics of Structures: Theory & Applications to Earthquake Engg. Upper Saddle River, NJ: Prentice Hall. Inc.
   Google Scholar
• Coleman, J., and E. Spacone. 2001. “Localization Issues in Force-Based Frame Elements.” Journal of Structural Engineering 127 (11): 1257–1265. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:11(1257).
   Web of Science ®Google Scholar
• Daniel, Y., and O. Lavan. 2015. “Optimality Criteria Based Seismic Design of Multiple Tuned-Mass-Dampers for the Control of 3D Irregular Buildings.” Earthquakes and Structures 8 (1): 77–100. https://doi.org/10.12989/eas.2015.8.1.077.
   Web of Science ®Google Scholar
• Date, V. A., and R. S. Jangid. 2001. “Seismic Response of Torsionally Coupled Structures with Active Control Device.” Journal of Structural Control 8 (1): 1–15. https://doi.org/10.1002/stc.4300080101.
   Google Scholar
• De Risi, M. T., P. Ricci, and G. M. Verderame. 2017. “Modelling Exterior Unreinforced Beam-Column Joints in Seismic Analysis of Non-Ductile RC Frames.” Earthquake Engineering & Structural Dynamics 46 (6): 899–923. https://doi.org/10.1002/eqe.2835.
   Web of Science ®Google Scholar
• Elwood, K. J., and J. P. Moehle. 2008. “Dynamic Collapse Analysis for a Reinforced Concrete Frame Sustaining Shear and Axial Failures.” Earthquake Engineering & Structural Dynamics 37 (7): 991–1012. https://doi.org/10.1002/eqe.787.
   Web of Science ®Google Scholar
• Fajfar, P. 2000. “A Nonlinear Analysis Method for Performance-Based Seismic Design.” Earthquake Spectra 16 (3): 573–592. https://doi.org/10.1193/1.1586128.
   Google Scholar
• Goel, R. K. 1998. “Effects of Supplemental Viscous Damping on Seismic Response of Asymmetric-Plan Systems.” Earthquake Engineering & Structural Dynamics 27 (2): 125–141. https://doi.org/10.1002/(SICI)1096-9845(199802)27:2<125:AID-EQE720>3.0.CO;2-6.
   Web of Science ®Google Scholar
• Goel, R. K. 2000. “Seismic Behaviour of Asymmetric Buildings with Supplemental Damping.” Earthquake Engineering & Structural Dynamics 29 (4): 461–480. https://doi.org/10.1002/(SICI)1096-9845(200004)29:4<461:AID-EQE917>3.0.CO;2-6.
   Web of Science ®Google Scholar
• Goel, R. K. 2001. “Simplified Analysis of Asymmetric Structures with Supplemental Damping.” Earthquake Engineering & Structural Dynamics 30 (9): 1399–1416. https://doi.org/10.1002/eqe.77.
   Web of Science ®Google Scholar
• Goel, R. K. 2005. “Seismic Response of Linear and Non-Linear Asymmetric Systems with Non-Linear Fluid Viscous Dampers.” Earthquake Engineering & Structural Dynamics 34 (7): 825–846. https://doi.org/10.1002/eqe.459.
   Web of Science ®Google Scholar
• Goel, R. K., and C. A. Booker. 2001. “Effects of Supplemental Viscous Damping on Inelastic Seismic Response of Asymmetric Systems.” Earthquake Engineering & Structural Dynamics 30 (3): 411–430. https://doi.org/10.1002/eqe.15.
   Web of Science ®Google Scholar
• Hanson, R., and T. T. Soong. 2001. “Seismic Design with Supplemental Energy Dissipation Devices.” Earthquake Engineering Research Institute 1–135 .
   Google Scholar
• Hareen C. H. B. V., and S. C. Mohan. 2021. “Evaluation of Seismic Torsional Response of Ductile RC Buildings with Soft First Story.” Structures 29:1640–1654. https://doi.org/10.1016/j.istruc.2020.12.031.
   Web of Science ®Google Scholar
• Hareen C. H. B. V., and S. C. Mohan. 2022. “Energy-Based Seismic Retrofit and Design of Building Frames with Passive Dampers.” Engineering Structures 250:113412. https://doi.org/10.1016/j.engstruct.2021.113412.
   Web of Science ®Google Scholar
• Housner, G. W. 1956. “Limit Design of Structures to Resist Earthquakes.” In Proceedings of 1st WCEE, Berkeley, California, 5.
   Google Scholar
• IS1893. 2016. Criteria for Earthquake Resistant Design of Structures: Part1 General Provisions and Buildings. New Delhi, India: Bureau of Indian Standards.
   Google Scholar
• IS456. 2000. Plain and Reinforced Concrete-Code of Practice. New Delhi, India: Bureau of Indian Standards.
   Google Scholar
• Iwan, W. 1980. “Estimating inelastic response spectra from elastic spectra.” Earthquake Engineering & Structural Dynamics 8 (4): 375–388. https://doi.org/10.1002/eqe.4290080407.
   Web of Science ®Google Scholar
• Jangid, R. S., and T. K. Datta. 1997. “Performance of Multiple Tuned Mass Dampers for Torsionally Coupled System.” Earthquake Engineering and Structural Dynamics 26 (3): 307–317. https://doi.org/10.1002/(SICI)1096-9845(199703)26:3<307:AID-EQE639>3.0.CO;2-8.
   Web of Science ®Google Scholar
• Jeon, J. S., L. N. Lowes, R. DesRoches, and I. Brilakis. 2015. “Fragility Curves for Non-Ductile Reinforced Concrete Frames That Exhibit Different Component Response Mechanisms.” Engineering Structures 85:127–143. https://doi.org/10.1016/j.engstruct.2014.12.009.
   Web of Science ®Google Scholar
• Kim, J., and S. Bang. 2002. “Optimum Distribution of Added Viscoelastic Dampers for Mitigation of Torsional Responses of Plan-Wise Asymmetric Structures.” Engineering Structures 24 (10): 1257–1269. https://doi.org/10.1016/S0141-0296(02)00046-9.
   Web of Science ®Google Scholar
• Kim, J., and H. Choi. 2006. “Displacement-Based Design of Supplemental Dampers for Seismic Retrofit of a Framed Structure.” Journal of Structural Engineering 132 (6): 873–883. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:6(873).
   Web of Science ®Google Scholar
• Landi, L., P. P. Diotallevi, and G. Castellari. 2013. “On the Design of Viscous Dampers for the Rehabilitation of Plan-Asymmetric Buildings.” Journal of Earthquake Engineering 17 (8): 1141–1161. https://doi.org/10.1080/13632469.2013.804893.
   Web of Science ®Google Scholar
• Landi, L., A. Molari, and P. P. Diotallevi. 2020. “Comparison of Different Distributions of Viscous Damper Properties in Asymmetric-Plan Frames.” Earthquake and Structures 18 (2): 233–248.
   Web of Science ®Google Scholar
• Lavan, O. 2015. “Optimal Design of Viscous Dampers and Their Supporting Members for the Seismic Retrofitting of 3D Irregular Frame Structures.” Journal of Structural Engineering 141 (11): 4015026. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001261.
   Web of Science ®Google Scholar
• Leelataviwat, S., W. Saewon, and S. C. Goel. 2009. “Application of Energy Balance Concept in Seismic Evaluation of Structures.” Journal of Structural Engineering 135 (2): 113–121. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:2(113).
   Web of Science ®Google Scholar
• Li, C. 2012. “Effectiveness of Active Multiple-Tuned Mass Dampers for Asymmetric Structures Considering Soil-Structure Interaction Effects.” The Structural Design of Tall & Special Buildings 21 (8): 543–565. https://doi.org/10.1002/tal.624.
   Web of Science ®Google Scholar
• Li, H. N., and X. L. Li. 2009. “Experiment and Analysis of Torsional Seismic Responses for Asymmetric Structures with Semi-Active Control by MR Dampers.” Smart Materials and Structures 18 (7). https://doi.org/10.1088/0964-1726/18/7/075007.
   Web of Science ®Google Scholar
• Lin, W. H., and A. K. Chopra. 2001. “Understanding and Predicting Effects of Supplemental Viscous Damping on Seismic Response of Asymmetric One-Storey Systems.” Earthquake Engineering & Structural Dynamics 30 (10): 1475–1494. https://doi.org/10.1002/eqe.73.
   Web of Science ®Google Scholar
• Lin, W. H., and A. K. Chopra. 2003a. “Asymmetric One-Storey Elastic Systems with Non-Linear Viscous and Viscoelastic Dampers: Earthquake Response.” Earthquake Engineering & Structural Dynamics 32 (4): 555–577. https://doi.org/10.1002/eqe.237.
   Web of Science ®Google Scholar
• Lin, W. H., and A. K. Chopra. 2003b. “Asymmetric One-Storey Elastic Systems with Non-Linear Viscous and Viscoelastic Dampers: Simplified Analysis and Supplemental Damping System Design.” Earthquake Engineering & Structural Dynamics 32 (4): 579–596. https://doi.org/10.1002/eqe.238.
   Web of Science ®Google Scholar
• Lin, J. L., and K. C. Tsai. 2008. “Seismic Analysis of Non-Proportionally Damped Two-Way Asymmetric Elastic Buildings Under Bi-Directional Seismic Ground Motions.” Journal of Earthquake Engineering 12 (7): 1139–1156. https://doi.org/10.1080/13632460802003371.
   Web of Science ®Google Scholar
• Lin, C. C., J. M. Ueng, and T. C. Huang. 2000. “Seismic Response Reduction of Irregular Buildings Using Passive Tuned Mass Dampers.” Engineering Structures 22 (5): 513–524. https://doi.org/10.1016/S0141-0296(98)00054-6.
   Web of Science ®Google Scholar
• Lu, X., L. Xie, H. Guan, Y. Huang, and X. Lu. 2015. “A Shear Wall Element for Nonlinear Seismic Analysis of Super-Tall Buildings Using OpenSees.” Finite Elements in Analysis and Design 98:14–25. https://doi.org/10.1016/j.finel.2015.01.006.
   Web of Science ®Google Scholar
• Mansoori, M. R., and A. S. Moghadam. 2009. “Using Viscous Damper Distribution to Reduce Multiple Seismic Responses of Asymmetric Structures.” Journal of Constructional Steel Research 65 (12): 2176–2185. https://doi.org/10.1016/j.jcsr.2009.06.016.
   Web of Science ®Google Scholar
• Mazza, F. 2014. “Displacement-Based Seismic Design of Hysteretic Damped Braces for Retrofitting In-Plan Irregular RC Framed Structures.” Soil Dynamics and Earthquake Engineering 66:231–240. https://doi.org/10.1016/j.soildyn.2014.07.001.
   Web of Science ®Google Scholar
• Mevada, S. V., and R. S. Jangid. 2012. “Seismic Response of Asymmetric Systems with Linear and Non-Linear Viscous Dampers.” International Journal of Advanced Structural Engineering 4 (1): 1–20. https://doi.org/10.1186/2008-6695-4-5.
   Google Scholar
• Milanchian, R., and M. Hosseini. 2020. “Torsional Response Reduction of Plan-Asymmetric Vertical Seismic Isolation by Appropriate Distribution of Viscous and Viscoelastic Dampers.” Structures 27:962–974. https://doi.org/10.1016/j.istruc.2020.07.009.
   Web of Science ®Google Scholar
• Pawlak, Z., and R. Lewandowski. 2013. “The Continuation Method for the Eigenvalue Problem of Structures with Viscoelastic Dampers.” Computers and Structures 125:53–61. https://doi.org/10.1016/j.compstruc.2013.04.021.
   Web of Science ®Google Scholar
• PEER Centre. 2018 . “Pacific Earthquake Engineering Research Centre: NGA-West2 Ground Motion Database.” https://ngawest2.berkeley.edu/site.
   Google Scholar
• Pekau, O. A., and R. Guimond. 1991. “Controlling Seismic Response of Eccentric Structures by Friction Dampers.” Earthquake Engineering & Structural Dynamics 20 (6): 505–521. https://doi.org/10.1002/eqe.4290200602.
   Web of Science ®Google Scholar
• Petracca, M., F. Candeloro, and G. Camata. 2017. STKO User Manual. Pescara, Italy: ASDEA Software Technology.
   Google Scholar
• Petti, L., and M. De Iuliis. 2008. “Torsional Seismic Response Control of Asymmetric-Plan Systems by Using Viscous Dampers.” Engineering Structures 30 (11): 3377–3388. https://doi.org/10.1016/j.engstruct.2008.05.023.
   Web of Science ®Google Scholar
• Ramakrishna, U. 2021. “Improving the Seismic Performance of Dynamically Similar Buildings Using Damper Connected Control Technique.” Ph.D. Thesis, BITS Pilani Hyderabad Campus.
   Google Scholar
• Ramirez, O. M., M. C. Constantinou, C. A. Kircher, A. Whittaker, M. Johnson, J. D. Gomez, and C. Chrysostomou. 2001. “Development and Evaluation of Simplified Procedures of Analysis and Design for Structures with Passive Energy Dissipation Systems.” Technical Rep No MCEER-00–0010, Revision 1 .
   Google Scholar
• Rasulo, A., A. Pelle, D. Lavorato, G. Fiorentino, C. Nuti, and B. Briseghella. 2020. “Finite Element Analysis of Reinforced Concrete Bridge Piers Including a Flexure-Shear Interaction Model.” Applied Sciences 10 (7): 10. https://doi.org/10.3390/app10072209.
   Google Scholar
• Rofooei, F. R., and S. Mohammadzadeh. 2016. “Improving the Seismic Torsional Behavior of Plan-Asymmetric, Single-Storey, Concrete Moment Resisting Buildings with Fluid Viscous Dampers.” Earthquake Engineering & Engineering Vibration 15 (1): 61–78. https://doi.org/10.1007/s11803-016-0305-5.
   Web of Science ®Google Scholar
• Seismosoft. 2018. “Seismomatch —A Computer Program for Spectrum Matching of Earthquake Records.” www.seismosoft.com.
   Google Scholar
• Sezen, H., and J. P. Moehle. 2004. “Shear Strength Model for Lightly Reinforced Concrete Columns.” Journal of Tructural Engineering 130 (11): 1692–1703. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:11(1692).
   Web of Science ®Google Scholar
• Sezen, H., and C. Patwardhan. 2006. “Shear Displacement Model for Reinforced Concrete Columns.” In Proceedings of the Structures Congress and Exposition, St. Louis, Missouri, 41.
   Google Scholar
• Shen, K., and T. Soong. 1995. “Modeling of Viscoelastic Dampers for Structural Applications.” Journal of Engineering Mechanics 121 (6): 694–701. https://doi.org/10.1061/(ASCE)0733-9399(1995)121:6(694).
   Web of Science ®Google Scholar
• Shook, D. A., P. N. Roschke, P. Y. Lin, and C. H. Loh. 2009. “Semi-Active Control of a Torsionally-Responsive Structure.” Engineering Structures 31 (1): 57–68. https://doi.org/10.1016/j.engstruct.2008.06.016.
   Web of Science ®Google Scholar
• Singh, M. P., S. Singh, and L. M. Moreschi. 2002. “Tuned Mass Dampers for Response Control of Torsional Buildings.” Earthquake Engineering & Structural Dynamics 31 (4): 749–769. https://doi.org/10.1002/eqe.119.
   Web of Science ®Google Scholar
• Symans, M., F. A. Charney, A. S. Whittaker, M. C. Constantinou, C. A. Kircher, M. W. Johnson, R. J. McNamara, et al. 2008. “Energy Dissipation Systems for Seismic Applications: Current Practice and Recent Developments.” Journal of Structural Engineering 134 (1): 3–21. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(3).
   Web of Science ®Google Scholar
• Tabeshpour, M. R., A. Azad, A. A. Golafshani, and I. Mualla. 2012. “Torsion Mitigation of Existing Asymmetric Structures Using Damper.” Asian Journal of Civil Engineering 13 (6): 821–840.
   Google Scholar
• Xu, K., and T. Igusa. 1991. “Dynamic Characteristics of Non-Classically Damped Structures.” Earthquake Engineering & Structural Dynamics 20 (12): 1127–1144. https://doi.org/10.1002/eqe.4290201204.
   Web of Science ®Google Scholar
• Xu, Y. L., and K. M. Shum. 2003. “Multiple-Tuned Liquid Column Dampers for Torsional Vibration Control of Structures: Theoretical Investigation.” Earthquake Engineering & Structural Dynamics 32 (2): 309–328. https://doi.org/10.1002/eqe.227.
   Web of Science ®Google Scholar
• Yoshida, O., and S. J. Dyke. 2005. “Response Control of Full-Scale Irregular Buildings Using Magnetorheological Dampers.” Journal of Structural Engineering 131 (5): 734–742. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:5(734).
   Web of Science ®Google Scholar
• Yoshida, O., S. J. Dyke, L. M. Giacosa, and K. Z. Truman. 2003. “Experimental Verification of Torsional Response Control of Asymmetric Buildings Using MR Dampers.” Earthquake Engineering & Structural Dynamics 32 (13): 2085–2105. https://doi.org/10.1002/eqe.316.
   Web of Science ®Google Scholar
• Zhang, R. H., and T. Soong. 1992. “Seismic Design of Viscoelastic Dampers for Structural Applications.” Journal of Structural Engineering 118 (5): 1375–1392. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1375).
   Web of Science ®Google Scholar