PSI - Issue 44

Domenico Magisano et al. / Procedia Structural Integrity 44 (2023) 456–463 Magisano et al. / Structural Integrity Procedia 00 (2022) 000–000

463

8

10 − 3

2 0 2 4 ·

0 1 2 3 4 5

FULL ROM (3 linear modes) ROM (10 linear modes) ROM (3 linear modes and mechanisms)

u / H

0 0 . 2 0 . 4 0 . 6 0 . 8 1 − 4 −

f loor

− 3

− 2

− 1

0

u / H

t / ∆ T

· 10 − 3

Time history for scale factor S F = 1

Maximum profile deformation for scale factor S F = 1

0 0 . 2 0 . 4 0 . 6 0 . 8 1 − 1 0 1 2 · 10 − 2 t / ∆ T u / H Time history for scale factor S F = 4

0 1 2 3 4 5

FULL

ROM (3 linear modes)

ROM (10 linear modes)

ROM (3 linear modes and mechanisms)

f loor

0 0 . 5 1 1 . 5 2 2 . 5 · 10 − 2 u / H Maximum profile deformation for scale factor S F = 4

Fig. 9: Mildly irregular frame: time history of the control point and peak profile deformation for di ff erent values of the scale factor provided by FULL model, ROMs with linear modes and ROM with linear and plastic modes.

References

Andu´ jar, R., Roset, J. & Kilar, V., 2011. Interdisciplinary approach to numerical methods for structural dynamics. World Applied Sciences Journal 14, 1046-1053 Bathe, K. & Wilson, E., 1972. Stability and accuracy analysis of direct integration methods. Earthquake Engineering & Structural Dynamics 1, 283-291 Chopra, A. & Goel, R., 2002. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering & Structural Dynamics 31, 561-582 Eurocode 8: Design provisions for earthquake resistance of structures, 1996. Part. 1-3 : General rules, specific rules for various materials and element. BSI . Fragiadakis, M. & Papadrakakis, M., 2008. Modeling, analysis and reliability of seismically excited structures: computational issues. International Journal Of Computational Methods 5, 483-511 Gasparini, Dario A. & Vanmarcke, Erik H., 1976. Simqke, a program for artificial motion generation - User’s Manual and Documenta tion. Massachusetts Institute Of Technology Kassem, M., Mohamed Nazri, F. & Noroozinejad Farsangi, E., 2020. The seismic vulnerability assessment methodologies: A state-of-the-art review. Ain Shams Engineering Journal 11, 849-864 Kohrangi, M., Vamvatsikos, D. & Bazzurro, P., 2020. Multi-level conditional spectrum-based record selection for IDA. Earthquake Spectra 36, 1976-1994 Koutsovasilis, P. & Beitelschmidt, M., 2008. Comparison of model reduction techniques for large mechanical systems — A study on an elastic rod. Multibody System Dynamics 20, 111-128 Magisano, D., Corrado, A., Madeo, A. & Garcea, G., 2022. A reduced order model for nonlinear time history seismic analyzes of elasto-plastic 3D frame structures. Earthquake Engineering & Structural Dynamics 51, 2055-2076 Magisano, D. & Garcea, G., 2020. Fiber-based shakedown analysis of three-dimensional frames under multiple load combinations: Mixed finite elements and incremental-iterative solution. International Journal For Numerical Methods In Engineering 121, 3743-3767 Magisano, D. & Garcea, G., 2021. Limit fire analysis of 3D frame structures. Engineering Structures 233, 111762 Magisano, D., Liguori, F., Leonetti, L. & Garcea, G., 2018. Minkowski plasticity in 3D frames: Decoupled construction of the cross-section yield surface and e ffi cient stress update strategy. International Journal For Numerical Methods In Engineering 116, 435-464 Vamvatsikos, D. & Cornell, C., 2002 Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics 31, 491-514

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