Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Martina Vojnić Purčar"'
Publikováno v:
Drvna Industrija, Vol 72, Iss 4, Pp 373-379 (2021)
The aim of this paper is to present numerical investigations of dynamic characteristics and bending stiffness for cross laminated timber floor panels with and without service openings. Five-layer panels with the outer layers oriented in the longitudi
Externí odkaz:
https://doaj.org/article/735bc9754b404cd0bd60e5dd5774f457
Publikováno v:
Engineering Structures. 270:114908
Publikováno v:
KSCE Journal of Civil Engineering. 23:4771-4780
The aim of this paper is to investigate the influence of eccentric load and the presence of an opening near the column on the punching shear strength of reinforced concrete (RC) flat slab without shear reinforcement using analytical investigation and
Publikováno v:
Engineering Structures. 185:392-399
A novel model describing the shear lag of laminated composite thin-walled beams with openings has been developed. Warping of open-closed cross- sections is defined by displacements parameters at selected nodes. Vlasov’s assumption of neglecting she
Autor:
Josip Kovač Striko, Smilja Živković, Martina Vojnić Purčar, Ljiljana Kozarić, Miroslav Bešević, Dragana Tabaković
Publikováno v:
Zbornik radova Građevinskog fakulteta. 35:197-205
Publikováno v:
Zbornik radova Građevinskog fakulteta. 35:207-217
Publikováno v:
Zbornik radova Građevinskog fakulteta. 35:259-264
Publikováno v:
ZBORNIK RADOVA GEO-EXPO 2020.
The paper presents timber frame truss constructions in the LKV system and their application in the one hipped end gable roofs. Special attention is paid to the design of the side sector of the roof, as a function of the static height of the girder an
Publikováno v:
Zbornik radova Građevinskog fakulteta. 34:55-63
Publikováno v:
Engineering Structures. 249:113359
The aim of this study is to discuss the punching shear strength of flat RC slabs supported directly on columns. Special attention is paid to slabs which, in addition to axial load, are loaded with an unbalanced bending moment caused by the eccentrici