PSI - Issue 64

Nouraldaim F.A. Yagoub et al. / Procedia Structural Integrity 64 (2024) 105–113 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

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Further research is warranted to comprehensively assess the long-term performance and durability of these devices and their practical implementation in real-world structures. The seismic behavior of walls with FPED damper systems was found to be highly dependent on the design specifications of the FPED dampers. These insights contribute to ongoing endeavors aimed at developing resilient and sustainable structural systems for seismic regions. The analysis method employed in this study effectively predicts the behavior of the walls, thereby advancing the field of seismic-resistant design and providing valuable insights for engineers and designers. Reference Babiker, A., Dean, A., Abu-Elgasim, E., Abdel-Magid, T., 2022. Numerical modeling of steel fiber reinforced concrete spallation exposed to medium loading rate. Glob. J. Eng. Technol. Adv. 12, 1 – 14. Christopoulos, C., Filiatrault, A., Uang, C.-M., Folz, B., 2002. Posttensioned energy dissipating connections for moment-resisting steel frames. J. Struct. Eng. 128, 1111 – 1120. https://doi.org/10.1061/(asce)0733 9445(2002)128:9(1111) Clayton, P.M., Winkley, T.B., Berman, J.W., Lowes, L.N., 2012. Experimental investigation of self-centering steel plate shear walls. J. Struct. Eng. 138, 952 – 960. Cui, H., Wu, G., Zhang, J., Xu, J., 2019. Experimental study on damage-controllable rocking walls with resilient corners. Mag. Concr. Res. 71, 1113 – 1129. Dean, A., Rolfes, R., 2018. FE modeling and simulation framework for the forming of hybrid metal-composites clinching joints. Thin-Walled Struct. 133, 134 – 140. Dean, A., Rolfes, R., Grbic, N., Hübner, S., Behrens, B., 2019. A FEM-based virtual test-rig for hybrid metal composites clinching joints. Materwiss. Werksttech. 50, 973 – 986. Eatherton, M., Hajjar, J., Deierlein, G., Ma, X., Krawinkler, H., 2010. Hybrid simulation testing of a controlled rocking steel braced frame system, in: 9 Th US National and 10 Th Canadian Conference on Earthquake Engineering, Toronto. Henry, R., 2011. Self-centering Precast Concrete Walls for Buildings in Regions with Low to High Seismicity (Ph. D. thesis). Lu, X., Chen, Y., Jiang, H., 2018. Earthquake resilience of reinforced concrete structural walls with replaceable “fuses.” J. Earthq. Eng. 22, 801– 825. Lu, X., Wu, H., 2017. Study on seismic performance of prestressed precast concrete walls through cyclic lateral loading test. Mag. Concr. Res. 69, 878 – 891. Ma, X., Borchers, E., Pena, A., Krawinkler, H., Billington, S., Deierlein, G.G., 2010. Design and Behavior of Steel Shear Plates with Openings as Energy-Dissipating Fuses. John A. Blume Earthq. Eng. Cent. Tech. Report,(173). Manual, A.S.U., 2012. Abaqus 6.11. http://130.149 89, v6. Marriott, D., Pampanin, S., Bull, D., Palermo, A., 2008. Dynamic testing of precast, post-tensioned rocking wall systems with alternative dissipating solutions. Palermo, A., Pampanin, S., Marriott, D., 2007. Design, modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections. J. Struct. Eng. https://doi.org/10.1061/(asce)0733 9445(2007)133:11(1648) Restrepo, J.I., Asce, M., Rahman, A., 2007. Seismic Performance of Self-Centering Structural Walls Incorporating Energy Dissipators 133, 1560 – 1570. https://doi.org/10.1061/(ASCE)0733-9445(2007)133 Shen, Q., Kurama, Y.C., 2002. Nonlinear behavior of posttensioned hybrid coupled wall subassemblages. J. Struct. Eng. 128, 1290 – 1300. Twigden, K.M., Henry, R.S., 2019. Shake table testing of unbonded post-tensioned concrete walls with and without additional energy dissipation. Soil Dyn. Earthq. Eng. 119, 375 – 389. Xiang, Y., Sheng, J., Wang, L., Cai, Y., Meng, Y., Cai, W., 2022. Research progresses on equipment technologies used in safety inspection, repair, and reinforcement for deepwater dams. Sci. China Technol. Sci. 65, 1059 – 1071. Xu, G., Guo, T., Li, A., 2023a. Seismic resilient shear wall structures: A state-of-the-art review. Sci. China Technol. Sci. 66, 1640 – 1661.