Преглед наслова:

Приказ резултата 209-228 од 656

      Наслови
      Experimental investigation of wind flow around low-rise tilted house [1]
      Experimental investigation of wind load on low-rise industrial building [1]
      Experimental investigation on the seismic performance of a multicomponent system for major-hazard industrial facilities [1]
      Experimental modal analysis of cross-laminated timber floors [1]
      Experimental results of reinforced concrete frames with masonry infills under combined quasi-static in-plane and out-of-plane seismic loading [1]
      Experimental results of reinforced concrete frames with masonry infills with and without openings under combined quasi‑static in‑plane and out‑of‑plane seismic loading [1]
      Experimental testing of axial load capacity and stability of circular CFT columns [1]
      Experimental testing of decoupled masonry infills with steel anchors for out-of-plane support under combined in-plane and out-of-plane seismic loading [1]
      Faktori interakcije šipova u grupi pod dejstvom horizontalnog opterećenja proizvoljnog pravca [1]
      Fiber element formulation for inelastic frame analysis [1]
      Fiber finite element in nonlinear analysis of square CFT columns [1]
      Fiber konačni element u nelinearnoj analizi kvadratnih spregnutih CFT stubova [1]
      Finite Element Analysis of Propagating Delamination in Laminated Composite Plates [1]
      Finite Element Model for the Static Analysis of Laminated Composite and Sandwich Plates [1]
      Finite Element Model of Imperfect Plate in Thermal Environment [1]
      Finite element modeling of free vibration problem of delaminated composite plates using Abaqus CAE [1]
      Flat slab response for seismic and cyclic actions prediction with numerical models [1]
      Forming the Cupolae With Concave Polyhedral Surfaces by Corrugating a Fourfold Strip of Equilateral Triangles [1]
      Formulacija fiber elementa prilikom nelinearne analize ramova [1]
      Fracture of reinforced concrete beams subjected to three point bending [1]