Found: 18
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Signal Processing Methodology of Response Data from a Historical Arch Bridge toward Reliable Modal Identification.
- Published in:
- Infrastructures, 2022, v. 7, n. 5, p. 74, doi. 10.3390/infrastructures7050074
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- Article
Least-thickness symmetric circular masonry arch of maximum horizontal thrust.
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- Archive of Applied Mechanics, 2021, v. 91, n. 6, p. 2617, doi. 10.1007/s00419-021-01909-1
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- Article
On the Numerical Modelization of Moving Load Beam Problems by a Dedicated Parallel Computing FEM Implementation.
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- Archives of Computational Methods in Engineering, 2021, v. 28, n. 4, p. 2253, doi. 10.1007/s11831-020-09459-5
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- Article
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization.
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- Journal of Optimization Theory & Applications, 2020, v. 187, n. 3, p. 707, doi. 10.1007/s10957-020-01772-0
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- Article
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch.
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- International Journal of Computational Methods, 2020, v. 17, n. 5, p. N.PAG, doi. 10.1142/S0219876219400206
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- Article
Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch.
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- International Journal of Computational Methods, 2020, v. 17, p. N.PAG, doi. 10.1142/S0219876219400206
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- Article
Analytical and numerical analysis on the collapse modes of least thickness circular masonry arches at decreasing friction.
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- Fracture & Structural Integrity / Frattura ed Integrità Strutturale, 2020, v. 14, n. 51, p. 356, doi. 10.3221/IGF-ESIS.51.26
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- Article
Dynamics of a beam on a bilinear elastic foundation under harmonic moving load.
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- Acta Mechanica, 2018, v. 229, n. 10, p. 4141, doi. 10.1007/s00707-018-2213-4
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- Article
Assessment of Frequency versus Time Domain enhanced technique for response-only modal dynamic identification under seismic excitation.
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- Bulletin of Earthquake Engineering, 2018, v. 16, n. 3, p. 1547, doi. 10.1007/s10518-017-0259-7
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- Article
Earthquake-induced structural response output-only identification by two different Operational Modal Analysis techniques.
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- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 1, p. 257, doi. 10.1002/eqe.2947
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- Article
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals.
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- Structural Control & Health Monitoring, 2017, v. 24, n. 11, p. n/a, doi. 10.1002/stc.1982
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- Article
A refined Frequency Domain Decomposition tool for structural modal monitoring in earthquake engineering.
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- Earthquake Engineering & Engineering Vibration, 2017, v. 16, n. 3, p. 627, doi. 10.1007/s11803-017-0394-9
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- Article
Full Dynamic Compound Inverse Method: Extension to General and Rayleigh damping.
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- Computational Mechanics, 2017, v. 59, n. 4, p. 539, doi. 10.1007/s00466-016-1347-2
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- Article
Eulerian simulations of perforating gun firing in air at atmospheric pressure: scallop geometry influence on design optimization.
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- Acta Mechanica, 2017, v. 228, n. 3, p. 991, doi. 10.1007/s00707-016-1750-y
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- Article
A Full Dynamic Compound Inverse Method for output-only element-level system identification and input estimation from earthquake response signals.
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- Computational Mechanics, 2016, v. 58, n. 2, p. 307, doi. 10.1007/s00466-016-1292-0
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- Article
Analytical solution for the elastic bending of beams lying on a variable Winkler support.
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- Acta Mechanica, 2016, v. 227, n. 4, p. 1157, doi. 10.1007/s00707-015-1508-y
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- Article
On the Consequences of the Adoption of the Zaremba-Jaumann Objective Stress Rate in FEM Codes.
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- Archives of Computational Methods in Engineering, 2016, v. 23, n. 1, p. 39, doi. 10.1007/s11831-014-9130-z
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- Article
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation.
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- Structural Control & Health Monitoring, 2015, v. 22, n. 4, p. 707, doi. 10.1002/stc.1710
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- Article