Maximum Length of Integral Bridges Based on the Performance of Steel H-Piles at the Abutments | AVESİS

Middle East Technical University Research Information System

Maximum Length of Integral Bridges Based on the Performance of Steel H-Piles at the Abutments

Copy For Citation

Dicleli M., Albhaisi S.

ASCE Structures Congress 2004, Tennessee, United States Of America, 01 January 2004, pp.1-8

Publication Type: Conference Paper / Full Text
City: Tennessee
Country: United States Of America
Page Numbers: pp.1-8
Middle East Technical University Affiliated: No