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A general framework of high-performance machine learning algorithms: application in structural mechanics.
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- Computational Mechanics, 2024, v. 73, n. 4, p. 705, doi. 10.1007/s00466-023-02386-9
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Uncertainty Quantification of Failure of Shallow Foundation on Clayey Soils with a Modified Cam-Clay Yield Criterion and Stochastic FEM.
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- Geotechnics, 2022, v. 2, n. 2, p. 348, doi. 10.3390/geotechnics2020016
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Effect of Soil–Structure Interaction on Nonlinear Dynamic Response of Reinforced Concrete Structures.
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- International Journal of Structural Stability & Dynamics, 2020, v. 20, n. 13, p. N.PAG, doi. 10.1142/S0219455420410138
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Computationally Efficient and Robust Nonlinear 3D Cyclic Modeling of RC Structures Through a Hybrid Finite Element Model (HYMOD).
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- International Journal of Computational Methods, 2019, v. 16, n. 1, p. N.PAG, doi. 10.1142/S0219876218501256
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Footing Settlement on a Consolidating Soil Layer with Stochastic Properties.
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- Transport in Porous Media, 2017, v. 117, n. 3, p. 507, doi. 10.1007/s11242-017-0844-x
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A generalized algorithm framework for non-linear structural dynamics.
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- Bulletin of Earthquake Engineering, 2017, v. 15, n. 1, p. 411, doi. 10.1007/s10518-016-9974-8
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Homogenization of random heterogeneous media with inclusions of arbitrary shape modeled by XFEM.
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- Computational Mechanics, 2014, v. 54, n. 5, p. 1221, doi. 10.1007/s00466-014-1053-x
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Improved GETMe by adaptive mesh smoothing.
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- Computer Assisted Methods in Engineering & Science, 2013, p. 55
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Applied soft computing for optimum design of structures.
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- Structural & Multidisciplinary Optimization, 2012, v. 45, n. 6, p. 787, doi. 10.1007/s00158-011-0741-9
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Computational Strategies for Tracing Post-Limit-Point Paths with Pure Iterative Methods.
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- International Journal of Space Structures, 2011, v. 26, n. 3, p. 175, doi. 10.1260/0266-3511.26.3.175
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A Hybrid Particle Swarm-Gradient Algorithm for Global Structural Optimization.
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- Computer-Aided Civil & Infrastructure Engineering, 2011, v. 26, n. 1, p. 48, doi. 10.1111/j.1467-8667.2010.00664.x
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- Article
Building design based on energy dissipation: a critical assessment.
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- Bulletin of Earthquake Engineering, 2010, v. 8, n. 6, p. 1375, doi. 10.1007/s10518-010-9182-x
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- Article
Buckling analysis of imperfect I-section beam-columns with stochastic shell finite elements.
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- Computational Mechanics, 2010, v. 46, n. 3, p. 495, doi. 10.1007/s00466-010-0488-y
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A 3D fibre beam-column element with shear modelling for the inelastic analysis of steel structures.
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- Computational Mechanics, 2010, v. 45, n. 6, p. 553, doi. 10.1007/s00466-010-0470-8
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- Article
A computationally efficient method for the buckling analysis of shells with stochastic imperfections.
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- Computational Mechanics, 2009, v. 43, n. 5, p. 687, doi. 10.1007/s00466-008-0338-3
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MODELING, ANALYSIS AND RELIABILITY OF SEISMICALLY EXCITED STRUCTURES:: COMPUTATIONAL ISSUES.
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- International Journal of Computational Methods, 2008, v. 5, n. 4, p. 483, doi. 10.1142/S0219876208001674
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- Article
Performance-based optimum seismic design of reinforced concrete structures.
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- Earthquake Engineering & Structural Dynamics, 2008, v. 37, n. 6, p. 825, doi. 10.1002/eqe.786
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- Article
Seismic design of RC structures: A critical assessment in the framework of multi-objective optimization.
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- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 12, p. 1623, doi. 10.1002/eqe.707
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Robust seismic design optimization of steel structures.
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- Structural & Multidisciplinary Optimization, 2007, v. 33, n. 6, p. 457, doi. 10.1007/s00158-006-0047-5
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Evaluation of the influence of vertical irregularities on the seismic performance of a nine-storey steel frame.
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- Earthquake Engineering & Structural Dynamics, 2006, v. 35, n. 12, p. 1489, doi. 10.1002/eqe.591
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Performance-based multiobjective optimum design of steel structures considering life-cycle cost.
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- Structural & Multidisciplinary Optimization, 2006, v. 32, n. 1, p. 1, doi. 10.1007/s00158-006-0009-y
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Parallel computational strategies for structural optimization.
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- International Journal for Numerical Methods in Engineering, 2003, v. 58, n. 9, p. 1347, doi. 10.1002/nme.821
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Optimum Design of Space Frames under Seismic Loading.
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- International Journal of Structural Stability & Dynamics, 2001, v. 1, n. 1, p. 105, doi. 10.1142/S0219455401000093
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Domain decomposition methods for parallel solution of shape sensitivity analysis problems.
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- International Journal for Numerical Methods in Engineering, 1999, v. 44, n. 2, p. 281, doi. 10.1002/(SICI)1097-0207(19990120)44:2<281::AID-NME512>3.0.CO;2-1
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Earthquake simulator testing of pounding between adjacent buildings.
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- Earthquake Engineering & Structural Dynamics, 1995, v. 24, n. 6, p. 811, doi. 10.1002/eqe.4290240604
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Solution techniques for the p-version of the adaptive finite element method.
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- International Journal for Numerical Methods in Engineering, 1994, v. 37, n. 8, p. 1413, doi. 10.1002/nme.1620370809
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On the preconditioned conjugate gradient method for solving (A - λB)X =0.
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- International Journal for Numerical Methods in Engineering, 1987, v. 24, n. 7, p. 1355, doi. 10.1002/nme.1620240711
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- Article