Found: 13
Select item for more details and to access through your institution.
Vision-Based Structural Monitoring: Application to a Medium-Span Post-Tensioned Concrete Bridge under Vehicular Traffic.
- Published in:
- Infrastructures, 2023, v. 8, n. 10, p. 152, doi. 10.3390/infrastructures8100152
- By:
- Publication type:
- Article
A methodological proposal for the analysis of bridges inspections data according to the Italian Guidelines.
- Published in:
- CE/Papers, 2023, v. 6, n. 5, p. 1399, doi. 10.1002/cepa.2102
- By:
- Publication type:
- Article
A Technological System for Post-Earthquake Damage Scenarios Based on the Monitoring by Means of an Urban Seismic Network.
- Published in:
- Sensors (14248220), 2021, v. 21, n. 23, p. 7887, doi. 10.3390/s21237887
- By:
- Publication type:
- Article
Correction to: A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils.
- Published in:
- 2022
- By:
- Publication type:
- Correction Notice
A probabilistic investigation on the dynamic behaviour of pile foundations in homogeneous soils.
- Published in:
- Bulletin of Earthquake Engineering, 2022, v. 20, n. 7, p. 3329, doi. 10.1007/s10518-021-01272-0
- By:
- Publication type:
- Article
Correction to: Influence of time‑dependent seismic hazard on structural design.
- Published in:
- 2021
- By:
- Publication type:
- Correction Notice
Empirical predictive model for seismic damage of historical churches.
- Published in:
- Bulletin of Earthquake Engineering, 2020, v. 18, n. 13, p. 6015, doi. 10.1007/s10518-020-00903-2
- By:
- Publication type:
- Article
Erratum to: Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles.
- Published in:
- 2017
- By:
- Publication type:
- Erratum
Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles.
- Published in:
- Bulletin of Earthquake Engineering, 2017, v. 15, n. 11, p. 4963, doi. 10.1007/s10518-017-0165-z
- By:
- Publication type:
- Article
Winkler model for predicting the dynamic response of caisson foundations.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2022, v. 51, n. 13, p. 3069, doi. 10.1002/eqe.3713
- By:
- Publication type:
- Article
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2019, v. 48, n. 3, p. 306, doi. 10.1002/eqe.3137
- By:
- Publication type:
- Article
A lumped parameter model for time‐domain inertial soil‐structure interaction analysis of structures on pile foundations.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2018, v. 47, n. 11, p. 2147, doi. 10.1002/eqe.3060
- By:
- Publication type:
- Article
A numerical model for the dynamic analysis of inclined pile groups.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2016, v. 45, n. 1, p. 45, doi. 10.1002/eqe.2615
- By:
- Publication type:
- Article