Evaluation of the seismic performance of structures equipped with novel multi-level TADAS dampers
Tóm tắt
Từ khóa
Tài liệu tham khảo
Abdollahzadeh, G. R., & Bayat, M. (2010). The influences of the different PGAs and heights of structures on steel braced frame systems equipped with ADAS dampers. Babol University of technology.
Akbari Hamed, A., & Mofid, M. (2015a). On the experimental and numerical study of braced steel shear panels. The Structural Design of Tall and Special Buildings, 24(14), 853–872.
Akbari Hamed, A., & Mofid, M. (2015b). On the plastic analysis of concentrically braced frames with shear panel, obtaining predetermined collapse mechanism. The Structural Design of Tall and Special Buildings, 24(5), 366–395.
Akbari Hamed, A., & Mofid, M. (2017). Plastic design of eccentrically braced frames with shear panels. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 170(1), 17–32.
Alehashem, S.M.S., Keyhani, A. and Pourmohammad, H., 2008, October. Behavior and performance of structures equipped with ADAS & TADAS dampers (a comparison with conventional structures). In Proceedings of the 14th World Conference on Earthquake Engineering (pp. 12–17).
Dareini, H. S., & Hashemi, B. H. (2011). Use of dual systems in Tadas dampers to improve seismic behavior of buildings in different levels. Procedia Engineering, 14, 2788–2795.
Garevski, M. and Ansal, A. eds., 2010. Earthquake engineering in Europe (Vol. 17). Springer Science & Business Media.
Fahimi Farzam, M., & Kaveh, A. (2020). Optimum design of tuned mass dampers using colliding bodies optimization in frequency domain. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 44(3), 787–802.
FEMA, 2000b. Recommended seismic design criteria for new steel moment-frame buildings. Report No. FEMA-350, SAC Joint Venture, Federal Emergency Management Agency, Washington, DC.
FEMA, 2000a. Prestandard and commentary for the seismic rehabilitation of buildings. Report No. FEMA-356, Federal Emergency Management Agency, Washington, DC.
FEMA, 2009. Quantification of building seismic performance factors. Report No. FEMA-P695, Federal Emergency Management Agency, Washington, DC.
Hamed, A.A. and Basim, M.C., 2020, December. Experimental-numerical study on weakened HSS-to-HSS connections using HBS and RBS approaches. In Structures (Vol. 28, pp. 1449–1465). Elsevier.
Hamed, A. A., Asl, R. B., & Rahimzadeh, H. (2021). Experimental and numerical study on the structural performance of auxetic-shaped, ring-shaped and unstiffened steel plate shear walls. Journal of Building Engineering, 34, 101939.
Hosseini Hashemi, B., & Moaddab, E. (2017). Experimental study of a hybrid structural damper for multi-seismic levels. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 170(10), 722–734.
Jalayer, F., & Cornell, C. A. (2009). Alternative non-linear demand estimation methods for probability-based seismic assessments. Earthquake Engineering & Structural Dynamics, 38(8), 951–972.
Kaveh, A., Fahimi Farzam, M., & Hojat Jalali, H. (2020b). Statistical seismic performance assessment of tuned mass damper inerter. Structural Control and Health Monitoring, 27(10), e2602.
Kaveh, A., Fahimi Farzam, M., Hojat Jalali, H., & Maroofiazar, R. (2020a). Robust optimum design of a tuned mass damper inerter. Acta Mechanica, 231(9), 3871–3896.
Kaveh, A., Pirgholizadeh, S., & Khadem, H. O. (2015). Semi-active tuned mass damper performance with optimized fuzzy controller using CSS algorithm. Asian Journal of Civil Engineering, 16(5), 587–606.
Kelly, J. M., Skinner, R. I., & Heine, A. J. (1972). Mechanisms of energy absorption in special devices for use in earthquake resistant structures. Bulletin of the New Zealand Society for Earthquake Engineering, 5(3), 63–88.
Li, H., Li, G. and WANG, S., 2014, July. Study and Application of Metallic Yielding Energy Dissipation Devices in Buildings. In Proceedings of the 10th US National Conference on Earthquake Engineering. Anais de conferência.
Li, Z., Shu, G., & Huang, Z. (2019). Development and cyclic testing of an innovative shear-bending combined metallic damper. Journal of Constructional Steel Research, 158, 28–40.
Mahmoudi, M., & Abdi, M. G. (2012). Evaluating response modification factors of TADAS frames. Journal of Constructional Steel Research, 71, 162–170.
Mehanny, S.S.F., 2000. Modeling and assessment of seismic performance of composite frames with reinforced concrete columns and steel beams. Stanford University.
Mosayebi, M., Sahab, M.Q., Saeedi, S., 2016. Modification of the performance of TADAS dampers under different earthquake levels. In Proceedings of the 1st International Conference on Urban, Civil and Architectural Engineering, Ghom, Iran.
Nobari, H.B. and Hamed, A.A., 2017. 03.25: On the seismic behavior of the HBS and RBS moment connections. ce/papers, 1(2–3), pp.702–710.
Payne, T., 2000. Nonlinear response of steel beams. US Department of the Interior, Bureau of Reclamation, Dam Safety Office.
Rezaei, S., Hamed, A. A., & Basim, M. C. (2020). Seismic performance evaluation of steel structures equipped with dissipative columns. Journal of Building Engineering, 29, 101227.
Ribakov, Y., Gluck, J., & Reinhorn, A. M. (2001). Active viscous damping system for control of MDOF structures. Earthquake Engineering & Structural Dynamics, 30(2), 195–212.
Saeedi, F., Shabakhty, N., & Mousavi, S. R. (2016). Seismic assessment of steel frames with triangular-plate added damping and stiffness devices. Journal of Constructional Steel Research, 125, 15–25.
Saeidzadeh, M., Chenaghlou, M.R. and Akbari Hamed, A., 2022b. Evaluation of the structural behavior of a novel self-centering beam-column connection with friction damper in comparison to existing connections. Journal of Civil and Environmental Engineering.
Saeidzadeh, M., Chenaghlou, M. R., & Hamed, A. A. (2022a). Experimental and numerical study on the performance of a novel self-centering beam-column connection equipped with friction dampers. Journal of Building Engineering, 52, 104338.
Skinner, R. I., Kelly, J. M., & Heine, A. J. (1974). Hysteretic dampers for earthquake-resistant structures. Earthquake Engineering & Structural Dynamics, 3(3), 287–296.
Standard-2800 (4th edition), 2014. Iranian seismic provisions standard. Road, Housing and Urban Development Research Center, Tehran.
Tsai, K. C., Chen, H. W., Hong, C. P., & Su, Y. F. (1993). Design of steel triangular plate energy absorbers for seismic-resistant construction. Earthquake Spectra, 9(3), 505–528.
Vamvatsikos, D. and Cornell, C.A., 2002a, February. The incremental dynamic analysis and its application to performance-based earthquake engineering. In 12th European Conference on Earthquake Engineering (Vol. 479).
Vamvatsikos, D., & Cornell, C. A. (2002b). Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics, 31(3), 491–514.
Vamvatsikos, D., & Cornell, C. A. (2005). Seismic performance, capacity and reliability of structures as seen through incremental dynamic analysis (p. 151). Stanford University, Report No.