truss analysis using an equivalent beam with shear flexibility
نویسندگان
چکیده
truss is considered as equivalent to a beam with shear flexibility. the web thickness of the equivalent beam is calculated for various truss forms. the basic relations utilized in the analysis of structural systems composed of beams with shear flexibility, by means of the force method and the slope - deflection method, are presented. finally, the tables to be used in the analysis of contineous trusses are produced.
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عنوان ژورنال:
نشریه دانشکده فنیجلد ۴۱، شماره ۰۹، صفحات ۰-۰
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