A study of the critical condition of a battened column and a frame by classical methods [electronic resource] / by Jamal A.H. Bekdache.

by Bekdache, Jamal A.H.

Abstract (Summary)
ABSTRACT: Knowledge of structural stability theory is of paramount importance to the practicing structural engineer. In many instances, buckling is the primary consideration in the design of various structural configurations. The first chapter introduces a simplified treatment of the elastic stability of a battened column using classical methods without getting involved with lengthy and complicated mathematical operations. In chapter two, a treatment of the elastic stability of a frame is presented, including effects of elastic restraints. In this study, a theoretical treatment is given which although approximate, is believed to constitute a satisfactory solution of the structure.
Bibliographical Information:


School:University of South Florida

School Location:USA - Florida

Source Type:Master's Thesis

Keywords:bending shear compression buckling deflection dissertations academic usf civil engineering masters


Date of Publication:01/01/2003

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