Search Results - "Kemp, Alan R."

Inelastic Local and Lateral Buckling in Design Codes by Kemp, Alan R

“…The flexural requirements for plastic design of I-shaped steel sections in international codes of practice are inconsistent and provide misleading emphasis on…”
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Behavior of Cross-Bracing in Latticed Towers by Kemp, Alan R, Behncke, Roberto H

“…Cross-bracing in which the bolted steel angle members are alternately in compression and tension is widely used in latticed tower structures. Within each set…”
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I Interaction of Plastic Local and Lateral Buckling by Kemp, Alan R

“…Attention is given to the interaction between local and lateral buckling of I-sections and their influence on plastic flexural ductility in regions of moment…”
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Required and available rotations in continuous composite beams with semi-rigid connections by Kemp, Alan R, Nethercot, David A

“…The need to match the rotations required for redistribution of elastically calculated support moments in composite frames with the available inelastic rotation…”
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A mixed flexibility approach for simplifying elastic and inelastic structural analysis of frames by Kemp, Alan R.

“…A mixed-flexibility method of analysis of framed structures is described in which the unknowns are element end moments and independent modes of sway…”
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Compatibility relationships in a mixed flexibility-based method of frame analysis by Kemp, Alan R.

“…A description is provided of an alternative mixed method of analysis of framed structures in which the unknowns are element end moments and sway deflections…”
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Yield-line elements: for elastic bending of plates and slabs by Gohnert, Mitchell, Kemp, Alan R.

“…A new four-node rectangular element is proposed for the elastic analysis of plates in bending. This element has been formulated in view of the complex nature…”
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Interaction of plastic local and lateral buckling by KEMP, A. R

“…Attention is given to the interaction between local and lateral buckling of I-sections and their influence on plastic flexural ductility in regions of moment…”
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