Influence of load reduction in multi-lane bridges - by Imad Youssef Naddaf
Abstract
This thesis investigates the behavior of multi-lane steel girder bridues subject to reduced loading using the finite element method The most critical behavior of a highway bridge is thought to result from a fully loaded bridge (live load on all lanes) It
Description
Thesis (M.E.) -- American University of Beirut. Department of Civil and Environmental Engineering, 1998;"Advisor: Dr. Mounir Mabsout. Associate Professor, Civil and Environmental Engineering--Co-Advisor: Dr. Kassim Tarhini. Associate Professor Civil Engin
Bibliography: leaf: 148
Bibliography: leaf: 148