Return
Biography
Vojko Kilar

Prof. Vojko Kilar

Faculty of Architecture

University of Ljubljana, Slovenia

Associate professor


Email:Vojko.Kilar@fa.uni-lj.si


Qualifications

1995  Ph.D., earthquake engeeniring, University of Ljubljana, Slovenia

1991  M.S., structural engeeniring, University of Ljubljana, Slovenia

1983  B.S., civil engeeniring, University of Ljubljana, Slovenia


Publications(Selected)

  1. KILAR, Vojko, PETROVČIČ, Simon, KOREN, David, ŠILIH, Simon. Seismic analysis of an asymmetric fixed base and base-isolated high-rack steel structure. Eng. struct.., 2011, vol. 33, iss. 12, str. 3471-3482.
  2. SLAK, Tomaž, KILAR, Vojko. Development of earthquake resistance in architecture from an intuitive to an engineering approach. Prostor (Zagreb), 2011, [Br.] 1[41], str. 253-263.
  3. ANDÚJAR, Rabindranath, ROSET, Jaume, KILAR, Vojko. Beyond FEM : overview on physics simulation tools for structural engineers. TTEM. Tech. technol. educ. manag., 2011, vol. 6, no. 3, str. 555-571.
  4. KOREN, David, KILAR, Vojko. The applicability of the N2 method to the estimation of torsional effects in asymmetric base-isolated buildings. Earthquake eng. struct. dyn.., 2011, vol. 40, no. 8, str. 867-886.
  5. VRATUŠA, Srečko, KITEK KUZMAN, Manja, KILAR, Vojko. Structural particulars of glued laminated beams of variable height. Drewno, 2011, vol. 54, nr. 185, str. 19-38.
  6. KILAR, Vojko, PETROVČIČ, Simon. Limit slenderness ratio of seismically isolated architectural heritage structures. Vars. spomenikov, 2010.
  7. CEROVŠEK, Tomo, ZUPANČIČ-STROJAN, Tadeja, KILAR, Vojko. Framework for model-based competency management for design in physical and virtual worlds. J. inf. tech. constr., 2010, vol. 15, str. 1-22.
  8. KILAR, Vojko, KOREN, David. Simplified inelastic seismic analysis of base-isolated structures using the N2 method. Earthquake eng. struct. dyn.., 2010, vol. 39, no. 9, str. 967-989.
  9. PETROVČIČ, Simon, KOREN, David, KILAR, Vojko. Applicability of base isolation made of elastomeric isolators for the protection of cultural heritage. Urbani izziv, 2009, letn. 20, št. 1, str. 96-104, 220-228.
  10. KUŠAR, Domen, KILAR, Vojko. Statistical assessment of fire safety in multi-residental buildings in Slovenia. Urbani izziv, 2009, letn. 20, št. 2, str. 45-57, 115-127.
  11. KILAR, Vojko, KOREN, David. Seismic behaviour of asymmetric base isolated structures with various distributions of isolators. Eng. struct.., April 2009, letn. 31, št. 4, str. 910-921, [JCR, WoS, no. of citations up to 6. 11. 2011: 5]
  12. KILAR, Vojko, KUŠAR, Domen. Assessment of the earthquake vulnerability of multi-residential buildings in Slovenia. Acta geogr. Slov., 2009, letn. 49, št. 1, str. 89-118.
  13. SLAK, Tomaž, KILAR, Vojko. Assessment of earthquake architecture as a link between architecture and earthquake engineering. Prostor (Zagreb), 2008, [Br.] 2[36], str. 155-167.
  14. KOREN, David, KILAR, Vojko. Torsion of base isolated buildings with irregular layouts. Građevinar, 2008, god. 60, [br.] 2, str. 99-108.
  15. KILAR, Vojko, MARUŠIĆ, Damjan. Seismic retrofit of irregular stone masonry structures. Vars. spomenikov, 2007, [Št.] 42/43, str. 288-293.
  16. KILAR, Vojko, KOREN, David. Seismic isolation of buildings as an alternative for building in earthquake prone areas. Gradb. vestn., dec. 2007, letn. 56, [št.] [12], str. 307-318.
  17. KILAR, Vojko, KRSTULOVIĆ-OPARA, Neven. Seismic behavior of high-performance fiber reinforced composite frames. International journal of IT in architecture, engineering and construction, Sep. 2003, vol. 1, issue 3, str. 225-238.
  18. KILAR, Vojko, SLAK, Tomaž. Effect of conceptual design on the earthquake-resistance of buildings. Ujma (Ljublj.), 2002, [Št.] 16, str. 264-273.
  19. KILAR, Vojko, FAJFAR, Peter. On the applicability of pushover analysis to the seismic performance evaluation of asymmetric buildings. European earthquake engineering, 2001, anno 25, n. 1, str. 20-31.
  20. KILAR, Vojko, FAJFAR, Peter. Simple push-over analysis of asymmetric buildings. Earthquake eng. struct. dyn., 1997, vol. 26, no. 2, str. 233-249.