Influence of Deck Longitudinal Prestressing on Cable-Stayed Bridges

Author： HasanMohamed   KhalilEehab   AttiaWalid   TurkeyAkram  

Publisher： International Association for Bridge and Structural Engineering

E-ISSN： 1683-0350|25|3|292-299

ISSN： 1016-8664

Source： Structural Engineering International, Vol.25, Iss.3, 2015-08, pp. : 292-299

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

Towers for Cable-Stayed Bridges: An Introduction

By Keller Thomas  

Structural Engineering International, Vol. 8, Iss. 4, 1998-11 ,pp. : 248-248

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Recent evolution of cable-stayed bridges

By Virlogeux M.  

Engineering Structures, Vol. 21, Iss. 8, 1999-08 ,pp. : 737-755

Elsevier

Access to resources Recommend Favorite

Mathematical Modelling of Cable-Stayed Bridges

By Kanok-Nukulchai Worsak   Yiu Po Kwong Anthony   Brotton Derick M.  

Structural Engineering International, Vol. 2, Iss. 2, 1992-05 ,pp. : 108-113

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Bridges with Multiple Cable-Stayed Spans

By Virlogeux Michel  

Structural Engineering International, Vol. 11, Iss. 1, 2001-02 ,pp. : 61-82

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Dynamic behaviour of under-deck cable-stayed bridges under the action of moving loads

By  

IABSE Symposium Report, Vol. 102, Iss. 20, 2014-09 ,pp. : 1528-1535

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite