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Research Article

Vulnerability assessment of tall isolated steel building under variable earthquake hazard levels using endurance time method

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References

  • AISC 341-16. (2016). Seismic provisions for structural steel buildings. American Institute of Steel Construction. https://www.aisc.org/Seismic-Provisions-for-Structural-Steel-Buildings-ANSIAISC-341-16-Download
  • AISC 360-16. (2016). Specification for structural steel buildings. American Institute of Steel Construction. https://www.aisc.org/Specification-for-Structural-Steel-Buildings-ANSIAISC-360-16-Download
  • ASCE 41-17. (2017). Seismic evaluation and retrofit of existing buildings. American Society of Civil Engineers. https://doi.org/10.1061/9780784414859
  • ASCE 7-10. (2010). Minimum design loads for buildings and other structures. American Society of Civil Engineers. https://doi.org/10.1061/9780784412916
  • ASCE 7-16. (2017). Minimum design loads for buildings and other structures. American Society of Civil Engineers. https://doi.org/10.1061/9780784414248
  • Becker, T. C., Yamamoto, S., Hamaguchi, H., Higashino, M., & Nakashima, M. (2015). Application of isolation to high-rise buildings: A Japanese design case study through a U.S. design code lens. Earthquake Spectra, 31(3), 1451–12. https://doi.org/10.1193/052813EQS136M
  • Billah, A. H. M. M., & Iqbal, A. (2022). Effect of seismic isolation on fragility of bridges with scoured foundations. Journal of Structural Engineering (United States), 148(6), 4022062. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003370
  • Buckle, I. G., & Mayes, R. L. (1990). Seismic isolation: History, application, and performance—A world view. Earthquake Spectra, 6(2), 161–201. https://doi.org/10.1193/1.1585564
  • Calugaru, V., & Panagiotou, M. (2014). Seismic response of 20-story base-isolated and fixed-base reinforced concrete structural wall buildings at a near-fault site. Earthquake Engineering and Structural Dynamics, 43(6), 927–948. https://doi.org/10.1002/eqe.2381
  • Constantinou, M., Kalpakidis, I., Filiatrault, A., & Ecker Lay, R. (2011). LRFD-Based analysis and design procedures for bridge bearings and seismic isolators. (MCEER-11-0004).
  • Estekanchi, H. E., Mashayekhi, M., & Vafai, H. A. (2022). Endurance time excitation functions: Intensifying dynamic loads for seismic analysis and design. CRC Press.
  • Estekanchi, H. E., Riahi, H. T., & Vafai, A. (2011). Application of endurance time method in seismic assessment of steel frames. Engineering Structures, 33(9), 2535–2546. https://doi.org/10.1016/j.engstruct.2011.04.025
  • Estekanchi, H. E., Vafai, A., & Sadeghazar, M. (2004). Endurance time method for seismic analysis and design of structures. Scientia Iranica, 11(4), 361–370. https://www.scopus.com/inward/record.uri?eid=2-s2.0-14644421527&partnerID=40&md5=013c418117b21884166a1c2ed88313aa
  • FEMA P-695. (2009) . Quantification of building seismic performance factors. US Department of Homeland Security, FEMA.
  • Fenz, D. M., & Constantinou, M. C. (2006). Behaviour of the double concave friction pendulum bearing. Earthquake Engineering and Structural Dynamics, 35(11), 1403–1424. https://doi.org/10.1002/eqe.589
  • Fenz, D. M., & Constantinou, M. C. (2008a). Spherical sliding isolation bearings with adaptive behavior: Theory. Earthquake Engineering & Structural Dynamics, 37(2), 163–183. https://doi.org/10.1002/eqe.751
  • Fenz, D. M., & Constantinou, M. C. (2008b). Spherical sliding isolation bearings with adaptive behavior: Experimental verification. Earthquake Engineering & Structural Dynamics, 37(2), 185–205. https://doi.org/10.1002/eqe.750
  • Fenz, D. M., & Constantinou, M. C. (2008c). Modeling triple friction pendulum bearings for response-history analysis. Earthquake Spectra, 24(4), 1011–1028. https://doi.org/10.1193/1.2982531
  • Froli, M., Giresini, L., & Laccone, F. (2019). Dynamics of a new seismic isolation device based on tribological smooth rocking (TROCKSISD). Engineering Structures, 193, 154–169. https://doi.org/10.1016/j.engstruct.2019.05.014
  • Hassan, A. L., & Billah, A. M. (2020). Influence of ground motion duration and isolation bearings on the seismic response of base-isolated bridges. Engineering Structures, 222, 111129. https://doi.org/10.1016/j.engstruct.2020.111129
  • Hazus 4.2. (2020) . Hazus earthquake model technical manual. Federal Emergency Management Agency.
  • Hoang, P. H., Phan, H. N., & Nguyen, V. N. (2021). On the influence of the vertical earthquake component on structural responses of high-rise buildings isolated with double friction pendulum bearings. Applied Sciences (Switzerland), 11(9), 3809. https://doi.org/10.3390/app11093809
  • Hu, K., Zhou, Y., Jiang, L., Chen, P., & Qu, G. (2017). A mechanical tension-resistant device for lead rubber bearings. Engineering Structures, 152, 238–250. https://doi.org/10.1016/j.engstruct.2017.09.006
  • Jalali, Y., Amiri, G. G., & Shakouri, A. (2021). Comparative response assessment of base-isolated braced-frame buildings considering effects of ductility design. Journal of Building Engineering, 43, 103110. https://doi.org/10.1016/j.jobe.2021.103110
  • Kitayama, S., & Constantinou, M. C. (2022). Effect of superstructure deformation capacity on the collapse performance of seismically isolated buildings. Journal of Structural Engineering (United States), 148(7), 4022083. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003384
  • Li, A., Yang, C., Xie, L., Liu, L., & Zeng, D. (2017). Research on the rational yield ratio of isolation system and its application to the design of seismically isolated reinforced concrete frame-core tube tall buildings. Applied Sciences (Switzerland), 7(11), 1191. https://doi.org/10.3390/app7111191
  • Majdi, A., Sadeghi-Movahhed, A., Mashayekhi, M., Zardari, S., Benjeddou, O., & De Domenico, D. (2023). On the influence of unexpected earthquake severity and dampers placement on isolated structures subjected to pounding using the modified endurance time method. Buildings, 13(5), 1278. https://doi.org/10.3390/buildings13051278
  • Mansouri, S. (2021). The investigation of the effect of using energy dissipation equipment in seismic retrofitting an exist highway RC bridge subjected to far-fault earthquakes. International Journal of Bridge Engineering, 9(3), 51–84.
  • Mansouri, S., Kontoni, D. N., & Pouraminian, M. (2022). The effects of the duration, intensity and magnitude of far-fault earthquakes on the seismic response of RC bridges retrofitted with seismic bearings. Advances in Bridge Engineering, 3(1), 1–19. https://doi.org/10.1186/s43251-022-00069-8
  • Mansouri, S., & Nazari, A. (2017). The effects of using different seismic bearing on the behavior and seismic response of high-rise building. Civil Engineering Journal, 3(3), 160–171. https://doi.org/10.28991/cej-2017-00000082
  • Mansouri, S., & Noroozinejad Farsangi, E. (2024). Adequacy of equivalent static analysis method employing caltrans, AASHTO, and ATC-32 provisions in response estimation of vibration-controlled bridges. Practice Periodical on Structural Design & Construction, 29(1), 4023063. https://doi.org/10.1061/PPSCFX.SCENG-1340
  • Mashayekhi, M., Estekanchi, H. E., Vafai, A., & Mirfarhadi, S. A. (2021). Simulation of cumulative absolute velocity consistent endurance time excitations. Journal of Earthquake Engineering, 25(5), 892–917. https://doi.org/10.1080/13632469.2018.1540371
  • Mashayekhi, M., Estekanchi, H. E., Vafai, H., & Mirfarhadi, S. A. (2018). Development of hysteretic energy compatible endurance time excitations and its application. Engineering Structures, 177, 753–769. https://doi.org/10.1016/j.engstruct.2018.09.089
  • Mirfarhadi, S. A., & Estekanchi, H. E. (2020). Value based seismic design of structures using performance assessment by the endurance time method. Structure and Infrastructure Engineering, 16(10), 1397–1415. https://doi.org/10.1080/15732479.2020.1712436
  • Mirzaee, A., Estekanchi, H. E., & Vafai, A. (2012). Improved methodology for endurance time analysis: From time to seismic hazard return period. Scientia Iranica, 19(5), 1180–1187. https://doi.org/10.1016/j.scient.2012.06.023
  • Naeim, F., & Kelly, J. M. (1999). Design of seismic isolated structures: From theory to practice. John Wiley & Sons, Inc.
  • Nozari, A., & Estekanchi, H. (2011). Optimization of endurance time acceleration functions for seismic assessment of structures. International Journal of Optimization in Civil Engineering, 1(2), 257–277.
  • Park, Y. J., & Ang, A. H. S. (1985). Mechanistic seismic damage model for reinforced concrete. Journal of Structural Engineering (United States), 111(4), 722–739. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(722)
  • Sadeghi Movahhed, A., Shirkhani, A., Zardari, S., Mashayekhi, M., Noroozinejad Farsangi, E., & Majdi, A. (2023). Modified endurance time method for seismic performance assessment of base-isolated structures. Journal of Building Engineering, 67, 105955. https://doi.org/10.1016/j.jobe.2023.105955
  • Sadeghi Movahhed, A., Shirkhani, A., Zardari, S., Noroozinejad Farsangi, E., & Karimi Pour, A. (2023). Effective range of base isolation design parameters to improve structural performance under far and near-fault earthquakes. Advances in Structural Engineering, 26(1), 52–71. https://doi.org/10.1177/13694332221119870
  • Sadeghi Movahhed, A., Zardari, S., & Şadoğlu, E. (2022). Seismic performance of a building base-isolated by TFP susceptible to pound with a surrounding moat wall. Earthquake and Structures, 23(1), 87–100. https://doi.org/10.12989/eas.2022.23.1.087
  • SAP2000. (2009) . Integrated solution for structural analysis and design. Computers and Structures Inc.
  • Sarlis, A. A. S., & Constantinou, M. C. (2010). Modeling triple friction pendulum isolators in program SAP2000. Document Distributed to the Engineering Community Together with Example.
  • SEAOC. (2014) . 2012 IBC SEAOC structural/seismic design manual, vol. 5: Examples for seismically isolated buildings and buildings with supplemental damping. Structural Engineers Association of California (SEAOC).
  • Shakouri, A., Amiri, G. G., & Salehi, M. (2021). Effects of ductility and connection design on seismic responses of base-isolated steel moment-resisting frames. Soil Dynamics and Earthquake Engineering, 143, 106647. https://doi.org/10.1016/j.soildyn.2021.106647
  • Valamanesh, V., & Estekanchi, H. E. (2014). Nonlinear seismic assessment of steel moment frames under bidirectional loading via endurance time method. The Structural Design of Tall & Special Buildings, 23(6), 442–462. https://doi.org/10.1002/tal.1054
  • Wang, L., Nagarajaiah, S., Shi, W., & Zhou, Y. (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., Shi, W., Li, X., Zhang, Q., & Zhou, Y. (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., Zhou, Y., Nagarajaiah, S., & Shi, W. (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., Zhou, Y., & Shi, W. (2023a). 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., Zhou, Y., & Shi, W. (2023b). 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, 23(16n18), 2340027. https://doi.org/10.1142/S0219455423400278
  • Xu, Y., Guo, T., Xiong, J., Chen, B., Zhi, Q., & Yang, J. (2022). Optimization design of triple friction pendulums for base-isolated high-rise buildings based on bearing displacement and collapse fragility. Structures, 43, 1091–1099. https://doi.org/10.1016/j.istruc.2022.07.009
  • Yang, C., Xie, L., Li, A., Jia, J., & Zeng, D. (2019). Ground motion intensity measures for seismically isolated RC tall buildings. Soil Dynamics and Earthquake Engineering, 125, 105727. https://doi.org/10.1016/j.soildyn.2019.105727
  • Zhang, H., Li, F., Tai, J., Zhou, J., & Puszynski, K. (2021). Research on structural design of an isolated high-rise building with enlarged base and multiple tower layer in high-intensity area. Mathematical Problems in Engineering, 2021, 1–14. https://doi.org/10.1155/2021/6669388
  • Zhang, H., Wang, L., & Shi, W. (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

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