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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.
Imperfection sensitivity characteristics of the non-linear buckling load factors of non-optimal and optimal symmetric frames are investigated.
To determine the impact of expressions, iteration steps and pixels on the measurement, evolution of UC response frames are investigated.
Post-tensioned timber frames are investigated at ETH Zurich in the context of the development and promotion of efficient hybrid timber structures made of hardwood.
The ESWLs causing different peak wind load effects of building frames are investigated using a number of approaches, which include the gust response factor (GRF), gust loading envelope (GLE) and load response-correlation (load response-correlation
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The influence of joint construction on the lateral-torsional behaviour of steel frames is 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.
In this study, the effects of transverse beams on the progressive collapse behavior of exterior frames were 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