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In this study, the effects of transverse beams on the progressive collapse behavior of exterior frames were investigated.
Furthermore, the variables that influence the structural behaviour comprising different natural fires, applied static load during fire, use of non-tensioned reinforcement, as well the difference between unbraced and braced frames were investigated in a parametric study.
To this end all 6 reading frames were investigated.
Counting frames were investigated with a 63× objective (Zeiss Plan-Apochromat, N.A. 1.4) and cells were marked if their nucleolus was contained within the three-dimensional limits of the counting frame.
Similar(56)
The influence of joint construction on the lateral-torsional behaviour of steel frames is investigated.
In this study the results of two experimental models of reinforced concrete frames are investigated.
Both free and forced vibrations of elastic X-braced portal frames are investigated.
Moreover, the progressive failure of the frames is investigated using the ETA method.
In addition, free and forced response of free-free trusses and frames is investigated.
Imperfection sensitivity characteristics of the non-linear buckling load factors of non-optimal and optimal symmetric frames are investigated.
CAA of reinforced concrete frames is investigated through an analytical model, in which deformations of columns are taken into consideration.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com