Maximum length of integral bridges supported on steel H-piles driven in sand

Author： Dicleli M.   Eng P.   Albhaisi S.M.  

Publisher： Elsevier

ISSN： 0141-0296

Source： Engineering Structures, Vol.25, Iss.12, 2003-10, pp. : 1491-1504

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

Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments

By Dicleli M.   Albhaisi S.M.  

Journal of Constructional Steel Research, Vol. 60, Iss. 2, 2004-02 ,pp. : 161-182

Elsevier

Access to resources Recommend Favorite

Analytical Formulation for Limit Length of Integral Abutment Bridges

By Zordan Tobia   Briseghella Bruno   Lan Cheng  

Structural Engineering International, Vol. 21, Iss. 3, 2011-08 ,pp. : 304-310

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Thermal stresses in steel girder bridges with integral abutments

By William GW   Shoukry SN   Riad MY  

Bridge Structures: Assessment, Vol. 1, Iss. 2, 2005-06 ,pp. : 103-119

Taylor & Francis Ltd

Access to resources Recommend Favorite

Parametric Study and Length Limitations for Prestressed Concrete Girder Integral Abutment Bridges

By Baptiste Keisha T.   Kim Wooseok   Laman Jeffrey A.  

Structural Engineering International, Vol. 21, Iss. 2, 2011-05 ,pp. : 151-156

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Study of Thermal Stresses in Skewed Integral Abutment Steel Girder Bridges

By William Gergis W.   Shoukry Samir N.   Riad Mourad Y.  

Structural Engineering International, Vol. 22, Iss. 3, 2012-08 ,pp. : 308-317

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite