Bending of Stay Cables

Author： Fürst Armand   Marti Peter   Ganz Hans Rudolf  

Publisher： International Association for Bridge and Structural Engineering

ISSN： 1016-8664

Source： Structural Engineering International, Vol.11, Iss.1, 2001-02, pp. : 42-46

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Local Bending Stresses in Stay Cables with an Elastic Guide

By Caballero Antonio   Poser Marcel  

Structural Engineering International, Vol. 20, Iss. 3, 2010-08 ,pp. : 254-259

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Dynamic Bending Stresses near the Ends of Parallel-Bundle Stay Cables

By Prato Carlos A.   Ceballos Marcelo A.  

Structural Engineering International, Vol. 13, Iss. 1, 2003-01 ,pp. : 64-68

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

High Frequency Testing Facility for Stay Cables and Tendons

By Köberl Bernd   Kollegger Johann  

Structural Engineering International, Vol. 18, Iss. 3, 2008-08 ,pp. : 259-264

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Aerodynamic Characteristics of Indent Stay Cables of Tatara Bridge

By  

IABSE Symposium Report, Vol. 102, Iss. 9, 2014-09 ,pp. : 2749-2756

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Structural Response of a Multi-Strand Stay Cable to Cyclic Bending Load

By Winkler Jan   Georgakis Christos   Fischer Gregor   Wood Sharon   Ghannoum Wassim  

Structural Engineering International, Vol. 25, Iss. 2, 2015-05 ,pp. : 141-150

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite