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LAP Lambert Academic Publishing NEW 3-D STABILITY APPROACH FOR THE ELASTIC CABLE-STAYED TOWERS: SHEAR AND 3-D LARGE DEFORMATION EFFECTS ON THE STABILITY OF ELASTIC CABLE-STAYED TOWERS UNDER STATIC LOADS

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Description

In this book, a theoretical analysis is presented for estimating the 3-D large displacement elastic stability behavior including shear deformations of both ordinary and cable-frame interactions in their both suspended or stayed cases subjected to proportional increase in static vertical or horizontal concentrated or distributed loads or both. A new Bowing Functions has been established and checked; a new approach has been established and checked regarding the 3-D effect (SS effect). A new function called "twisting function" has been derived associated to the 3-D effect. A new tangent stiffness matrix in space including shear deformations and 3-D effect has been derived. The effect of axial force on bending, shear & torsional stiffness has been included. All other effects of temperature, lack of fit, initial imperfections, support yielding, pre- twisting members, pretension in cables & cable sag have been considered. A multi-purpose computer program (NASCFI) has been introduced. More than 30 study cases have been examined by (NASCFI) to verify its validity.

Product Specifications

Format
paperback
Domain
Amazon UK
Release Date
27 April 2011
Listed Since
02 May 2011

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