Gradbeni vestnik • letnik 68 • februar 2019
NOVI DIPLOMANTI
UNIVERZA V LJUBLJANI,  
FAKULTETA ZA GRADBENIŠTVO IN GEODEZIJO
Rubriko ureja•Eva Okorn, gradb.zveza@siol.net
II. STOPNJA – MAGISTRSKI ŠTUDIJSKI PROGRAM 
STAVBARSTVO
Mateja Uršič, Vpliv strešnih oken na energijsko bilanco in dnevno 
osvetljevanje mansardnega stanovanja na treh različnih lokacijah, 
mentor doc. dr. Mitja Košir; https://repozitorij.uni­lj.si/IzpisGradiva.
php?id=106104
Tadeja Intihar, Ocena arhitekturnih rešitev stavb Savina Severja 
z gledišča dnevnega osvetljevanja, mentor doc. dr. Mitja Košir; 
https://repozitorij.uni­lj.si/IzpisGradiva.php?id=106105
II. STOPNJA – MAGISTRSKI ŠTUDIJSKI PROGRAM 
VODARSTVO IN OKOLJSKO INŽENIRSTVO
Jan Cunja, Časovna in prostorska analiza največjih hidroloških 
suš v Sloveniji, mentorica izr. prof. dr. Mojca Šraj, somentorica 
asist. dr. Mira Kobold; https://repozitorij.uni­lj.si/IzpisGradiva.
php?id=106132&lang=slv
Rajab, M.D., Al­Sabeeh, A., Vibrational characteristics of cracked shafts, Journal of Sound and Vibration 147(3), 465–473, 1991.
Okamura, H., Liu, H.W., Chorng­Shin, C., A cracked column under compression, Engineering Fracture Mechanics 1, 547–564, 1969.
Ostachowicz, W.M., Krawczuk, M., Vibrational analysis of cracked beam, Computers & Structures 36­22, 245–250, 1990. 
Palmeri, A., Cicirello, A., Physically­based Dirac's delta functions in the static analysis of multi­cracked Euler ­Bernoulli and Timoshenko beams, 
International Journal of Solids and Structures 48(14­15), 2184–2195, 201 1.
Reddy, J. N., An Introduction to the Finite Element Method, 2. izd., McGraw­Hill,1994.
SIST, SIST EN 1992–1–1:2005, Evrokod 2, Projektiranje betonskih konstrukcij–Del 1–1, Splošna pravila in pravila za stavbe, Slovenski inštitut za 
standardizacijo, Ljubljana, str. 227, 2005.
Skrinar, M., Umek, A., Ravninski linijski končni element nosilca z razpoko, Gradbeni vestnik, 45(1/2), 2–7, 1996. 
Skrinar, M., Pliberšek, T., New linear spring stiffness definition for displacement analysis of cracked beam elements, Proceedings in Applied Math­
ematics and Mechanics 4, 654–655, 2004.
Skrinar, M., On the application of a simple computational model for slender transversely cracked beams in buckling problems. Computational 
Materials Science 39(1), 242–249, 2007.
Skrinar, M., Elastic beam finite element with an arbitrary number of transverse cracks, Finite Elements in Analysis and Design 45(3), 181–189, 2009.
Skrinar, M., Pliberšek, T., On the derivation of symbolic form of stiffness matrix and load vector of a beam with an arbitrary number of transverse 
cracks, Computational Materials Science 52(1), 253–260, 2012.
Skrinar, M., Computational analysis of multi­stepped beams and beams with linearly ­varying heights implementing closed­form finite element 
formulation for multi­cracked beam elements, International Journal of Solids and Structures 50, 2527–2541, 2013.
Sundermayer, J.N., Weaver, R.L., On crack identification and characterization in a beam by nonlinear vibration analysis, Theoretical and applied 
mechanics, TAM Report No. 743, 1993.
Sung, S. H., Koo, K. Y., Jung, H. J., Modal flexibility­based damage detection of cantilever beam­type structures using base line modification, Journal 
of Sound and Vibration 333, 4123–4138, 2014. 
Tharp, T.M., A Finite element for edge­cracked beam columns, International Journal for Numerical Methods in Engineering 24, 1941–1950, 1987.
Vestroni, F., Pau, A., Dynamic Characterization and Damage Identification. V: Gladwell, G.M.L., Morassi, A., (ur.), Dynamical Inverse Problems: 
Theory and Application. Springer­ Verlag, 151–178, 201 1.
ENOSTAVNI LINIJSKI KONČNI ELEMENT ZA ANALIZO UPOGIBA IN UKLONA RAZPOKANIH NOSILCEV Z LINEARNO SPREMINJAJOČO SE ŠIRINO•izr. prof. dr. Matjaž Skrinar