A review is made of the development of models used to examine the dynamic response of semi-rigid frames. The connection flexibility is modeled by linear elastic rotational springs. The reducing coefficients and the lateral rigidity values are determined by using a computer program. Response characteristics of frames are compared with reference to their modal attributes
In conventional frame analysis the behavior of beam-to-column connections is regarded as either simp...
The load and resistance factor design (AISC-LRFD) specification allows the designer to consider the ...
In order to clarify the nonlinear dynamic response characteristics of semi-rigid steel frames, secon...
A review is made of the development of models used to examine the dynamic response of semi-rigid fra...
A review is made of the development of models used to examine the dynamic response of semi-rigid fra...
The dynamic response of semi-rigid frames is studied by using a computer program. The connection fle...
A three-parameter exponential model is proposed to represent the behavior of the top and seat angles...
The actual behavior of beam to column connections in steel frames is seldom fully rigid or fully pin...
In conventional design and analysis, the common assumption is that connections of steel frames are f...
This paper reports studies on unbraced semi-rigid steel frames, carried out to determine criteria fo...
This paper reports studies on unbraced semi-rigid steel frames, carried out to determine criteria fo...
Lateral rigidity is a great issue in the view of structural analysis in civil engineering applicatio...
peer reviewedThis paper addresses the analysis of planar frames with stiff semirigid joints. If they...
This paper describes a series of experimental tests followed by finite element simulations produced ...
Lateral rigidity is a great issue in the view of structural analysis in civil engineering applicati...
In conventional frame analysis the behavior of beam-to-column connections is regarded as either simp...
The load and resistance factor design (AISC-LRFD) specification allows the designer to consider the ...
In order to clarify the nonlinear dynamic response characteristics of semi-rigid steel frames, secon...
A review is made of the development of models used to examine the dynamic response of semi-rigid fra...
A review is made of the development of models used to examine the dynamic response of semi-rigid fra...
The dynamic response of semi-rigid frames is studied by using a computer program. The connection fle...
A three-parameter exponential model is proposed to represent the behavior of the top and seat angles...
The actual behavior of beam to column connections in steel frames is seldom fully rigid or fully pin...
In conventional design and analysis, the common assumption is that connections of steel frames are f...
This paper reports studies on unbraced semi-rigid steel frames, carried out to determine criteria fo...
This paper reports studies on unbraced semi-rigid steel frames, carried out to determine criteria fo...
Lateral rigidity is a great issue in the view of structural analysis in civil engineering applicatio...
peer reviewedThis paper addresses the analysis of planar frames with stiff semirigid joints. If they...
This paper describes a series of experimental tests followed by finite element simulations produced ...
Lateral rigidity is a great issue in the view of structural analysis in civil engineering applicati...
In conventional frame analysis the behavior of beam-to-column connections is regarded as either simp...
The load and resistance factor design (AISC-LRFD) specification allows the designer to consider the ...
In order to clarify the nonlinear dynamic response characteristics of semi-rigid steel frames, secon...
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