Building Research Journal, Volumes 45-46

Academy of Sciences according adopted analysis applied approach approximation assumed beams boundary boundary element Bratislava bridge building calculated changes coefficient components computed concrete considered constant continuous corresponding crack cross-section damping defined deflections deformation dependent derivative determined direction displacement distribution dynamic effects elastic elements energy engineering equations evaluation experimental expressed factor field Figure flow force formulation fracture frequency functions given heat illuminance indoor influence integral internal Journal limit loading material matrix means measured mechanics method normal obtained parameters plane plate present probability problems properties ratio reference reinforcement relation relative reliability Research respectively response shown simulation Sládek Slovak Academy solution space span standard strain stress structural studied surface Table temperature term testing thermal transfer transformation tuned ultimate values variables vertical vibration volume wind