Effect of thermal induced flexural strain cycles on the low cycle fatigue performance of integral bridge steel H-piles

Author:

Karalar Memduh,Dicleli Murat

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Maximum length of integral bridges supported on steel H-piles driven in sand;Dicleli;Eng Struct,2003

2. Integral abutment bridges: current practice in United States and Canada;Kunin;J Perform Constr Facil,2000

3. field-measured response of an integral abutment bridge with hort steel H-piles;Davids;J Bridge Eng,2010

4. State of the art of integral abutment bridges: design and practice;Arockiasamy;J Bridge Eng,2004

5. Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments;Dicleli;J Constr Steel Res,2004

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