Journal Papers

  1. Tzouka E, Karavasilis TL, Kashani MM, Afshan S (2021). Finite element modelling of push-out tests for novel locking nut shear connectors. Structures 33:1020-1032
  2. Bregoli G, Vasdravellis G, Karavasilis TL, Cotsovos DM (2021). Static and dynamic tests on steel joints equipped with novel structural details for progressive collapse mitigation. Engineering Structures; 232:111829232
  3. Lou T, Peng C, Karavasilis TL, Chen B (2021). Assessment of second-order effects in externally prestressed steel-concrete composite beams. Journal of Bridge Engineering; 26(6)
  4. Lou T, Karavasilis TL, Peng C (2021). Long-term deflection prediction in steel-concrete composite beams. Steel and Composite Structures; 39(1)
  5. Pantousa D, Karavasilis TL (2021). Experimental and numerical investigation of the ductile fracture of structural steel at elevated temperatures. Journal of Constructional Steel Research; 177:106444
  6. Freddi F, Dimopoulos CA, Karavasilis TL (2020). Experimental evaluation of a rocking damage-free steel column base with friction devices. Journal of Structural Engineering (ASCE); 146(10)
  7. Suwaed ASH, Karavasilis TL (2020). Demountable steel-concrete composite beam with full interaction and low degree of shear connection. Journal of Constructional Steel Research; 171:106152.
  8. Pantousa D, Karavasilis TL (2020). Numerical assessment of the fire behaviour of steel post-tensioned moment-resisting frames. Journal of Structural Engineering (ASCE); 146(4)
  9. Lou T, Peng C, Karavasilis TL, Min D, Sun W (2020). Moment redistribution versus neutral axis depth in continuous PSC beams with external CFRP tendons. Engineering Structures; 209(15):109927
  10. Dimopoulos CA, Freddi F, Karavasilis TL, Vasdravellis G (2020). Progressive collapse resistance of steel self-centering MRFs including the effects of the composite floor. Engineering Structures; 208(1):109923
  11. Ghorbazandeh B, Bregoli G, Vasdravellis G, Karavasilis TL (2019). Pilot experimental and numerical studies on a novel retrofit scheme for steel joints against progressive collapse. Engineering Structures; 200:109667
  12. Lou T, Karavasilis TL (2019). Numerical evaluation of prestressed steel-concrete composite girders with external FRP or steel tendons. Journal of Constructional Steel Research; 162:105698
  13. Lou T, Karavasilis TL (2019). Numerical assessment of the nonlinear behaviour of continuous prestressed steel-concrete composite beams. Engineering Structures; 190:116-127
  14. Kariniotakis K, Karavasilis TL (2019). Limits for the interstory drift sensitivity coefficient θ of steel MRFs with viscous dampers designed according to Eurocode 8. Soil Dynamics and Earthquake Engineering. Special Issue: Advances in Seismic Design and Assessment of Steel Structures; 117:203-215
  15. Baiguera M, Vasdravellis G, Karavasilis TL (2019). Ultra-low-cycle fatigue tests and fracture prediction models for duplex stainless-steel devices of high-performance braced frames. Journal of Structural Engineering (ASCE); 145(1):04018230
  16. Bae J, Karavasilis TL (2018). Seismic design and assessment of steel frames with visco-plastic dampers. International Journal of Earthquake and Impact Engineering; 4(2):282-297
  17. Suwaed ASH, Karavasilis TL (2018). Removable shear connector for steel-concrete composite bridges. Steel and Composite Structures; 29(1):107-123
  18. Kamperidis V, Karavasilis TL, Vasdravellis G (2018). Self-centering steel column base with metallic energy dissipation devices. Journal of Constructional Steel Research; 149:14-30
  19. Lou T, Karavasilis TL (2018). Time-dependent assessment and deflection prediction of prestressed concrete beams with unbonded CFRP tendons. Composite Structures; 194:365-376
  20. Kariniotakis K, Karavasilis TL (2018). Modified capacity design rule for columns in tall steel MRFs with linear viscous dampers within the framework of Eurocode 8. Bulletin of Earthquake Engineering; 16(2):917-932
  21. Tzimas AS, Karavasilis TL, Bazeos N, Beskos DE (2017). Extension of the hybrid force/displacement (HFD) seismic design method to 3D steel moment-resisting frame buildings. Engineering Structures; 147:486-504
  22. Freddi F, Dimopoulos C, Karavasilis TL (2017). Rocking damage-free steel column base with friction devices: design procedure and numerical evaluation. Earthquake Engineering and Structural Dynamics; 46(14):2281-2300
  23. Suwaed ASH, Karavasilis TL (2017). Novel demountable shear connector for accelerated disassembly, repair or replacement of precast steel-concrete composite bridges. Journal of Bridge Engineering (ASCE); 22(9).
  24. Dimopoulos A, Tzimas A, Karavasilis TL, Vamvatsikos D (2016). Probabilistic economic seismic loss estimation in steel buildings using post-tensioned moment-resisting frames and viscous dampers. Earthquake Engineering and Structural Dynamics; 45(11):1725-1741
  25. Karavasilis TL (2016). Assessment of capacity design of columns in steel moment resisting frames with viscous dampers. Soil Dynamics and Earthquake Engineering; 88:215-222
  26. Tzimas A, Kamaris G, Karavasilis TL, Galasso C (2016). Collapse risk and residual drift performance of steel buildings using post-tensioned MRFs and viscous dampers in near-fault regions. Bulletin of Earthquake Engineering; 14(6):1643-1662
  27. Baiguera M, Vasdravellis G, Karavasilis TL (2016). Dual seismic-resistant steel frame with high post-yield stiffness braces for residual drift reduction: numerical evaluation. Journal of Constructional Steel Research; 122:198-212
  28. Tzimas A, Dimopoulos A, Karavasilis TL (2015). EC8-based seismic design and assessment of self-centering steel frames with viscous dampers. Journal of Constructional Steel Research; 105:60-73
  29. Seo C-Y, Karavasilis TL, Ricles JM, Sause R (2014). Seismic performance and probabilistic collapse resistance assessment of steel MRFs with fluid viscous dampers. Earthquake Engineering and Structural Dynamics; 43(14): 2135-2154
  30. Vasdravellis G, Karavasilis TL, Uy B (2014). Design rules, experimental evaluation, and fracture models for high-strength and stainless steel hourglass shape energy dissipation devices. Journal of Structural Engineering (ASCE); 140(11): 04014087
  31. Tzimas A, Karavasilis TL, Bazeos N, Beskos DE (2013). A hybrid force/displacement seismic design method for steel structures. Engineering Structures; 56:1452-1463
  32. Dimopoulos A, Karavasilis TL, Vasdravellis G, Uy B (2013). Seismic design, modelling and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins. Bulletin of Earthquake Engineering; 11(5):1797-1816
  33. Vasdravellis G, Karavasilis TL, Uy B (2013). Finite element models and cyclic behaviour of self-centering post-tensioned connections with web hourglass pins. Engineering Structures; 52: 1-16
  34. Vasdravellis G, Karavasilis TL, Uy B (2013). Large-scale experimental validation of steel post-tensioned connections with web hourglass pins. Journal of Structural Engineering (ASCE); 139(6): 1033-1042
  35. Whittle J, Williams MS, Karavasilis TL, Blakeborough T (2012). A comparison of viscous damper placement methods for improving seismic building design. Journal of Earthquake Engineering; 16:540-560
  36. Chen C, Ricles JM, Karavasilis TL, Chae Y, Sause R (2012). Evaluation of a real-time hybrid simulation system for performance evaluation of structures with rate dependent devices subjected to earthquake loading. Engineering Structures; 35:71-82
  37. Karavasilis TL, Sause R, Ricles JM (2012). Seismic design and evaluation of steel MRFs with compressed elastomer dampers. Earthquake Engineering and Structural Dynamics; 41(3):411-429
  38. Karavasilis TL, Kerawala S, Hale E (2012). Model for hysteretic behaviour of steel energy dissipation devices and evaluation of a minimal-damage seismic design approach for steel frames. Journal of Constructional Steel Research; 70:358-367
  39. Karavasilis TL, Seo C-Y (2011). Seismic structural and non-structural performance evaluation of highly damped self-centering and conventional systems. Engineering Structures; 33:2248-2258
  40. Karavasilis TL, Seo C-Y, Makris N (2011). Dimensional response analysis of bilinear systems subjected to non-pulse-like earthquake ground motions. Journal of Structural Engineering (ASCE); 137(5):600-606
  41. Karavasilis TL, Ricles JM, Sause R, Chen C (2011). Experimental evaluation of the seismic performance of steel MRFs with compressed elastomer dampers using large-scale real-time hybrid simulation. Engineering Structures; 33(6):1859-1869
  42. Karavasilis TL, Blakeborough A and Williams MS (2011). Development of nonlinear analytical model and seismic analyses of a steel frame with self-centering devices and viscoelastic dampers. Computers and Structures; 89:1232-1240
  43. Karavasilis TL, Makris N, Bazeos N, Beskos DE (2010). Dimensional response analysis of multi-storey regular steel MRFs subjected to pulse-like earthquake ground motions. Journal of Structural Engineering(ASCE); 136(8):921-932
  44. Karavasilis TL, Bazeos N, Beskos DE (2008). Estimation of seismic inelastic deformation demands in plane steel MRF with vertical mass irregularities. Engineering Structures; 30 (11): 3265-3275
  45. Karavasilis TL, Bazeos N, Beskos DE (2008). Drift and ductility estimates in regular steel MRF subjected to ordinary ground motions: A design-oriented approach. Earthquake Spectra; 24(2):31-151
  46. Karavasilis TL, Bazeos N, Beskos DE (2008). Seismic response of plane steel MRF with setbacks: estimation of inelastic deformation demands. Journal of Constructional Steel Research; 64(6):644-654
  47. Karavasilis TL, Bazeos N, Beskos DE (2007). Estimation of seismic drift and ductility demands in plane regular X-braced steel frames. Earthquake Engineering and Structural Dynamics; 36(15):2273-2289
  48. Karavasilis TL, Bazeos N, Beskos DE (2007). Behaviour factor for performance-based seismic design of plane steel moment resisting frames. Journal of Earthquake Engineering; 11(4):531-559
  49. Karavasilis TL, Bazeos N, Beskos DE (2006). Maximum displacement profiles for the performance based seismic design of plane steel moment resisting frames. Engineering Structures; 28:9-22