سال انتشار: ۱۳۹۱

محل انتشار: سومین کنفرانس ملی زلزله و سازه

تعداد صفحات: ۱۰

نویسنده(ها):

Karim Badamch – Assistant professor, Faculty of civil engineering, Tabriz University ,Tabriz
Farhad Salehi Rad – M.Sc. civil engineering .Ahar Branch. Islamic Azad University
Vahid Faramarzzadeh – Young Researchers Club, Tabriz Branch, Islamic Azad University, Tabriz
Javad Palizvan – M.Sc. civil engineering .Sahbestar Branch. Islamic Azad University

چکیده:

Analytical procedures for estimating the plastic moments of intermediate HBEs under equal an unequal top and bottom tension fields ofSPSWs have been developed in this paper. Those procedures are based on classic plastic analysis and rely on calculation of the reduced axial yield strength of HBE webaccounting for the presence of shear and vertical stresses. For finite element checking, the selected beams in plastic analysis , is modeled in ABAQUS software. Results from plastic analysis were shown to agree well with the results from fmite element analysis. Implementation ofthe developed analyticalprocedure is necessary to achieve capacity design of HBE-to-VBE connections, which ensures desirable performance of HBEs like weak beam and strong column theory , that is mentioned in most building codes.