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Građevinski fakultet Univerziteta u Beogradu
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Катедра за техничку механику и теорију конструкција
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GraFar
GraFar
Катедра за техничку механику и теорију конструкција
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Naslovi
Influence of boundary conditions on nonlinear response of laminated composite plates
[1]
Influence of initial geometrical imperfections on thermal stability of laminated composite plates using layerwise finite element
[1]
Influence of inter-panel connections on vibration response of CLT floors due to pedestrian-induced loading
[1]
Influence of patch load length on strengthening effect in steel plate girders
[1]
Influence of prior in-plane damage on the out-of-plane response of non-load bearing unreinforced masonry walls under seismic load
[1]
Influence of slab deflection on the out-of-plane capacity of unreinforced masonry partition walls
[1]
Influence of soil-structure interaction on the seismic response of RC buildings
[1]
Influence of soil-structure-interaction on dynamic response of a long bridge
[1]
Influence of Soil-Structure-Interaction on Nonlinear Time History Seismic Response of RC Frames
[1]
Influence of stiffener and flange on elastic critical load of i-girders subjected to patch loading
[1]
Influence of stochastically modeled imperfections on critical buckling force in concrete columns
[1]
Innovative Ansätze für die Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk
[1]
Innovative decoupling system for the seismic protection of masonry infill walls in reinforced concrete frames
[1]
Innovative System for Earthquake Resistant Masonry Infill Walls
[1]
Innovative system for seismic resistant masonry infills in reinforced concrete frame structures
[1]
Inovativni sistem za seizmički otpornu zidanu ispunu u armiranobetonskim ramovskim konstrukcijama
[1]
Inovativni system za seizmički otpornu zidanu ispunu u armiranobetonskim ramovskim konstrukcijama
[1]
Integration of heritage buildings and sites in their surroundings - Public report
[1]
Interpretacija projektantskih rešenja primenom digitalne grafike
[1]
Investigation of the behavior of the cable-stayed bridge under test load
[1]
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