Dimitri E. Beskos
- Multi-modal and multi-level structure-specific spectral intensity measures for seismic evaluation of reinforced concrete frames. In: Bulletin of Earthquake Engineering. :
- Seismic design of plane steel MRFS, EBFS and BRBFS by improved direct displacement-based design method. In: Soil Dynamics and Earthquake Engineering, v. 153 (February 2022). (2022):
- Two-dimensional numerical investigation of the effects of multiple sequential earthquake excitations on ancient multi-drum columns. In: Earthquakes and Structures, v. 10, n. 3 (March 2016). (2016):
- Recovery of spectral absolute acceleration and spectral relative velocity from their pseudo-spectral counterparts. In: Earthquakes and Structures, v. 4, n. 5 (May 2013). (2013):
- Uniform half-plane elastodynamic problems by an approximate boundary element method. In: Soil Dynamics and Earthquake Engineering, v. 6, n. 4 (October 1987). (1987):
- Towards a seismic design method for plane steel frames using equivalent modal damping ratios. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 10 (October 2010). (2010):
- On a modal damping identification model for non-classically damped linear building structures subjected to earthquakes. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 3 (March 2009). (2009):
- Seismic yield displacements of plane moment resisting and x-braced steel frames. In: Soil Dynamics and Earthquake Engineering, v. 41 (October 2012). (2012):
- Soil–structure interaction effects on seismic inelastic analysis of 3-D tunnels. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 9 (September 2010). (2010):
- Seismic damage performance levels for concrete encased steel columns using acoustic emission tests and finite element analysis. In: Engineering Structures, v. 189 (June 2019). (2019):
- Structural pounding between adjacent buildings subjected to strong ground motions. Part II: The effect of multiple earthquakes. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 10 (August 2013). (2013):
- Structural pounding between adjacent buildings subjected to strong ground motions. Part I: The effect of different structures arrangement. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 10 (August 2013). (2013):
- Seismic damage estimation of in-plane regular steel/concrete composite moment resisting frames. In: Engineering Structures, v. 115 (May 2016). (2016):
- A new damage index for plane steel frames exhibiting strength and stiffness degradation under seismic motion. In: Engineering Structures, v. 46 (January 2013). (2013):
- Parameter identification of three hysteretic models for the simulation of the response of CFT columns to cyclic loading. In: Engineering Structures, v. 61 (March 2014). (2014):
- Seismic damage estimation of in-plane regular steel moment resisting and x-braced frames. In: Bulletin of Earthquake Engineering, v. 10, n. 6 (October 2012). (2012):
- Seismic behavior of composite steel/concrete MRFs: deformation assessment and behavior factors. In: Bulletin of Earthquake Engineering, v. 13, n. 12 (July 2015). (2015):