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

Author： Winkler Jan   Georgakis Christos   Fischer Gregor   Wood Sharon   Ghannoum Wassim  

Publisher： International Association for Bridge and Structural Engineering

E-ISSN： 1683-0350|25|2|141-150

ISSN： 1016-8664

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

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

Bending of Stay Cables

By Fürst Armand   Marti Peter   Ganz Hans Rudolf  

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

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Response of clamped structural slabs subjected to a dynamic point load via BEM

By Antonio J.   Tadeu A.   Simoes N.  

Engineering Structures, Vol. 25, Iss. 3, 2003-02 ,pp. : 293-301

Elsevier

Access to resources Recommend Favorite

Main Cable Strand Inspection of the George Washington Bridge

By Trivedi Arvind   Lynch Marjorie  

Structural Engineering International, Vol. 6, Iss. 1, 1996-02 ,pp. : 37-40

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

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

Analysis of cable-stayed bridges under multi-component random ground motion by response spectrum method

By Allam S.M.   Datta T.K.  

Engineering Structures, Vol. 22, Iss. 10, 2000-10 ,pp. : 1367-1377

Elsevier

Access to resources Recommend Favorite