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Although in literature many studies show that infills modify the behaviour of framed structures under lateral loads, the contribution of panels is generally neglected in common structural analyses.
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Analytical results indicate that the elastic behavior of framed structures made of beam-columns is frequency dependent and highly sensitive to the coupling effects just mentioned.
The present paper outlines a method for system reliability analysis of framed structures considering nonlinear structural behaviour.
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 present paper assesses the feasibility of the application of SSs for seismic retrofitting of framed structures, either braced (CBFs) or moment resisting (MRFs) frames.
The assessment of framed structures infilled with unreinforced masonry walls has been investigated since the 1950s.
The method can be used for the second-order analysis and optimization design of framed structures.
Reinforced Cement Concrete (RCC) is adopted in construction of framed structures since years.
Traditional seismic design of framed structures uses a single constant value for the strength reduction factor.
Numerical examples demonstrate the accuracy of the model in predicting the large displacement inelastic response of framed structures.
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