سال انتشار: ۱۳۹۱

محل انتشار: سومین کنفرانس ملی زلزله و سازه

تعداد صفحات: ۸

نویسنده(ها):

۰ Rezayfar – Assistant professor (Civil Engineering Faculty-Semnan University
M Doostmohammadi – M. Sc. Candidate (Civil Engineering Faculty-Semnan University
A Esfandiari – Assistant professor (Civil Engineering Faculty-AmirKabir University

چکیده:

In this paper, a comparison for single edge cracked column stability for analytical and finite element method is presented. Tirree different scenarios of damage severities are applied to a simply-supported column, open crack assumption and the effect of closing crack in stability of the column which depends on position and size of cracks, are numerically compared