Model studies of double-cell box girder bridge with intermediate diaphragms

AuthorPribadi, Daniel Z.
Call NumberAIT Thesis no. 687
Subject(s)Girders
Bridge construction
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
PublisherAsian Institute of Technology
AbstractAn experimental study on the influence of intermediate cross bracing diaphragm on the behavior of a simply supported double-cell box girder bridge has been carried out. A model made of perspex was tested under various loading conditions and the test results are compared with theoretical values suggested by NIMITYONGSKUL, PAMA and LEE [10], The experimental and theoretical results for deflections, longitudinal and transverse normal forces for cases without intermediate diaphragm, with one intermediate diaphragm and with three intermediate diaphragms under different positions of loading are plotted or tabulated in order to visualize the influence of these diaphragms on the load distribution characteristics of the bridge girder. The experimental results for deflection and longitudinal normal forces are shown to be in good agreement with the theoretical results. This study showed that the use of intermediate diaphragm decreases effectively the cross-sectional distortion throughout the span, increases the overall stiffness of the bridge and redistributes the longitudinal normal forces.
Year1974
TypeThesis
SchoolStudent Research Before 1980
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Pama, Ricardo P.
Examination Committee(s)Pichai Nimityongskul
Scholarship Donor(s)Commission for the Advancement of Christian Higher Education in Asia
DegreeThesis (M. Eng.) - Asian Institute of Technology, 1974


Usage Metrics
View Detail3
Read PDF0
Download PDF0