Results 271 to 280 of about 105,174 (312)

Elastic Stability of Composite Column

Journal of Engineering Mechanics, 1992
A vertical column possessing two different flexural rigidities is clamped at the bottom end and is free at the top. Both piecewise uniformly distributed axial loads (self-weights) and a concentrated load at the top are applied to the column. For the buckling load, the governing differential equation is a second-order nonlinear with variable ...
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Buckling of cracked composite columns

International Journal of Solids and Structures, 1990
Abstract A crack in a structural element introduces a significant local flexibility which enhances the instability. Buckling of an edge-notched beam is studied for isotropic and anisotropic composites. The local compliance due to the presence of cracks in an anisotropic medium is formulated as a function of the crack-tip stress intensity factors and ...
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Ductility of encased composite columns

This paper presents results ofanumerical study onreinforced concrete and fully encased composite columns designed according to the “Inerd” concept aiming at obviating the soft storey mechanism in frames subjected to earthquake. The model uses fibre beam elements with mono-axial non linear material laws for concrete, steel and reinforcing steel.
Degée, Hervé, Doneux, C. L., Plumier, André   +2 more
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Tests on slender composite columns

Journal of Constructional Steel Research, 1999
Abstract This paper describes two series of load tests on slender composite columns: eight tests on concrete filled rectangular hollow steel section columns and seven tests on concrete encased rolled steel joist columns, both with end eccentricities producing moments other than single curvature bending. In all tests, normal strength concrete of grade
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Composite Columns

2022
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Composite Columns

1995
Deric J. Oehlers, Mark A. Bradford
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Laminated composite beams and columns

2013
Valery V. Vasiliev, Evgeny V. Morozov
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Inelastic response of composite base column connections

This paper assesses the experimental results of monotonic (pushover) tests carried out on partially encased composite steel-concrete columns connected to the foundation block through the traditional bolted steel end plate and an innovative socket type system.
DI SARNO L, PECCE M, FABBROCINO G
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Progressive collapse resistance of composite frame with concrete-filled steel tubular column under a penultimate column removal scenario

Journal of Constructional Steel Research, 2022
Long Zheng, Wen-Da Wang
exaly  

Composite Columns

2003
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