Pedro F. Silva
- An Investigation on the Pushover Analysis Based Methods for Compensating the P-Delta Effects. In: International Journal of Structural and Civil Engineering Research, v. 7, n. 1 ( 2018). (2018):
- An Incremental Dynamic Analysis on RC Bridge Columns Designed for P-Delta Effects According to Caltrans SDC. In: International Journal of Structural and Civil Engineering Research, v. 7, n. 2 ( 2018). (2018):
- An Investigation on Ignoring P-Delta Effects Based on Stability Index. In: International Journal of Structural and Civil Engineering Research, v. 7, n. 2 ( 2018). (2018):
- Nonlinear Pushover Analysis of Bridge Columns Supported on Full-Moment Connection CISS Piles on Clays. In: Earthquake Spectra, v. 24, n. 3 (August 2008). (2008):
- Seismic Performance of Sacrificial Exterior Shear Keys in Bridge Abutments. In: Earthquake Spectra, v. 25, n. 3 (August 2009). (2009):
- Seismic Performance of a Concrete Bridge Bent Consisting of Three Steel Shell Columns. In: Earthquake Spectra, v. 27, n. 1 (Februar 2011). (2011):
- Retrofit of Column-Bent Cap Connections of Alaska Bridges for Seismic Loadings: Damage Evaluation. Vorgetragen bei: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States. (2006):
- A phased approach to enable hybrid simulation of complex structures. In: Earthquake Engineering and Engineering Vibration, v. 13 (August 2014). (2014):
- Stability Index Evaluation of Slender RC Bridge Columns under Seismic and Gravity Loads. In: Journal of Bridge Engineering (ASCE), v. 24, n. 5 (Mai 2019). (2019):
- Monte Carlo Simulation of Shear Capacity of URM Walls Retrofitted by Polyurea Reinforced GFRP Grids. In: Journal of Composites for Construction, v. 12, n. 4 (August 2008). (2008):
- Second-Order Effects on Seismic Response of Slender Bridge Columns. In: ACI Structural Journal, v. 113, n. 4 (Juli 2016). (2016):
- Mass rig system for shaking table tests of slender columns. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 15 (Dezember 2015). (2015):
- Rehabilitation of Compression Steel Members Using FRP Pipes Filled with Non-Expansive and Expansive Light-Weight Concrete. In: Advances in Structural Engineering, v. 8, n. 2 (April 2005). (2005):
- Model for the Plastic Region in Slender RC Columns with Nonlinear Moment and Stiffness Profiles. In: Journal of Structural Engineering (ASCE), v. 143, n. 9 (September 2017). (2017):
- P-δ Effects on the Plastic Region of RC Bridge Columns: Closed-Form Solution. In: Journal of Structural Engineering (ASCE), v. 142, n. 11 (November 2016). (2016):
- Use of 3D Finite-Element Models for Predicting Intermediate Damage Limit States in RC Bridge Columns. In: Journal of Structural Engineering (ASCE), v. 141, n. 10 (Oktober 2015). (2015):
- Evaluation of the critical plastic region length in slender reinforced concrete bridge columns. In: Engineering Structures, v. 125 (Oktober 2016). (2016):
- Influence of Strand Development Length in Formation of Plastic Hinges in Prestressed Piles. In: PCI Journal, v. 46, n. 3 (Mai 2001). (2001):
- Blast Resistance Capacity of Reinforced Concrete Slabs. In: Journal of Structural Engineering (ASCE), v. 135, n. 6 (Juni 2009). (2009):