Results 211 to 220 of about 47,365 (264)
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1992
Collapse of frames is related not to a bifurcational phenomenon, but rather to divergence of equilibrium. The up-to-date stability analysis specifications are based on the analysis of so-called imperfect models.
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Collapse of frames is related not to a bifurcational phenomenon, but rather to divergence of equilibrium. The up-to-date stability analysis specifications are based on the analysis of so-called imperfect models.
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A Survey on Ductile Design of Mr Steel Frames
2001PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, CAPE TOWN, SOUTH ...
FAGGIANO, BEATRICE +3 more
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Seismic Damage Assessment of Steel Frames
Journal of Structural Engineering, 1998The seismic damage analysis of steel frames based on the use of global evaluation indices is addressed. A general procedure is proposed aimed at estimating the degree of damage induced by severe earthquakes in structures not supplied with monitoring systems. Special reference is made to the Park-Ang, McCabe-Hall, and plastic fatigue indices.
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Steel Frames with Nonlinear Connections
Journal of the Structural Division, 1981Various simplifying assumptions, commonly used in the design of unbraced multistory steel building frames, are explored. An analysis program was developed to account for the nonlinear flexibility of the girder-column connections as well as for the response to variable load histories. Analyses were performed on three different structures.
Piotr D. Moncarz, Kurt H. Gerstle
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Effect of Steel Moment-Frame Connections on Robustness of Steel Frames Against Progressive Collapse
The effect on connection performance of the potentially large catenary forc-es that can develop during progressive collapse has not yet been adequately studied in the literature. While undergoing large deformation, the load-resistance mechanism shifts from the traditional flexural mechanism to a ca-tenary mechanism, and the tensile axial force becomes ...Massimiliano Ferraioli +3 more
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Engineering Journal, 1965
In considering the use of steel framing for shell shapes, ones attention turns immediately to the problems of detailing members and designing joints. The author had occasion to consider these problems while doing the structural design for the Johnson Wax Pavilion at the New York Worlds Fair.
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In considering the use of steel framing for shell shapes, ones attention turns immediately to the problems of detailing members and designing joints. The author had occasion to consider these problems while doing the structural design for the Johnson Wax Pavilion at the New York Worlds Fair.
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Performance Evaluation of Steel Frame and Steel Damper Reinforced in RC frame
Journal of The korean Association For Spatial Structures, 2023openaire +1 more source
Stability of Steel Frames with Semi-Rigid Joints
1992The load carrying capacity of steel frames is deeply influenced by the inelastic behaviour of their connections.
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