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All metal framed structures were temporarily evacuated.
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The influence caused by the settlement of the supporting ground on the response of framed structures was often ignored in structural design.
The influence caused by the settlement of the supporting ground on the response of framed structures was often ignored in a structural design.
The engineers are not knowledgeable enough, the lack of training, inadequate fabrication facilities and many years of having used to reinforced concrete framed structures are the main reasons for engineers not using enough steel framed structures.
Here, applications to framed structures are studied.
In addition, the reinforced concrete framed structures are able to develop multiple post flexural resisting mechanisms.
spatial framed structures is adopted to evaluate the critical incident angle of bidirectional earthquakes.
An innovative high-performance precast beam-to-column joint for multi-storey framed structures is introduced.
A simplified procedure for determining approximate values for the buckling loads of three-dimensional framed structures is developed.
A design-oriented method for improving the strength and overall stability of moment-resistant framed structures is proposed.
The real behavior of the joints in pultruded framed structures is semi-rigid, which will influence the response of the structure as a whole.
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