@article{gradri:1753,
	author = {{Bogdanić, Anton and Casucci, Daniele and Ožbolt, Joško}},
	title = {{Numerical and Experimental Investigation of Anchor Channels Subjected to Tension Load in Composite Slabs with Profiled Steel Decking}},
}
@mastersthesis{gradst:1540,
	author = {{Jukić, Martina}},
	title = {{Otpornost betonskog elementa izloženog djelovanju povišene temperature : 3D studija konačnim elementima}},
}
@mastersthesis{gradst:1181,
	author = {{Šeparović, Sara}},
	title = {{Analiza utjecaja puzanja pri visokim temperaturama kod aluminijskih konstrukcija}},
}
@mastersthesis{gradst:1164,
	author = {{Brajković, Ante}},
	title = {{Utjecaj oštećenja betona od korozije armature na otpornost čupanja: usporedba prirodne i ubrzane korozije}},
}
@article{gradri:1605,
	author = {{Smolčić, Željko and Ožbolt, Joško}},
	title = {{Meso Scale Model for Fiber-Reinforced-Concrete: Microplane Based Approach}},
}
@phdthesis{svkri:2628,
	author = {{Bede, Natalija}},
	title = {{Numerical and experimental study of concrete fracture under dynamic loading}},
}
@phdthesis{svkri:3149,
	author = {{Mitrović, Saša}},
	title = {{Three-Dimensional Nonlinear Dynamic Time History Analysis of Seismic Site and Structure Response}},
}
@misc{gradri:1601,
	author = {{Smolčić, Željko and Ožbolt, Joško}},
	title = {{Numeričko modeliranje betona ojačanog čeličnim vlaknima}},
}
@phdthesis{svkri:2869,
	author = {{Šćulac, Paulo}},
	title = {{Modeliranje monotono opterećenih ravninskih armiranobetonskih greda s praćenjem razvoja poprečnih pukotina ugrađenih u slojevite gredne konačne elemente}},
}
@article{gradri:1602,
	author = {{Smolčić, Željko and Ožbolt, Joško}},
	title = {{Meso Scale Model for Fiber-Reinforced-Concrete: Effective Bond-Slip Relationship of Fibers}},
}
@phdthesis{svkri:3712,
	author = {{Travaš, Vanja}},
	title = {{Three-dimensional finite element formulation for concrete failure at high-energy impact loadings}},
}
@article{gradri:1598,
	author = {{Smolčić, Željko and Ožbolt, Joško and Meštrović, Darko}},
	title = {{Utjecaj veličine zidnog nosača na njegovu nosivost i duktilnost}},
}