«ultimate capacity of slender crncrete and reinforced concerete columns »
نویسندگان
چکیده
a subject of the investigation is the behavior of concrete and reinforced concrete columns under different loading conditions. the experimental study comprised a great number of tests on hinged - end columns with slenderness ratio within 35 and 155 subjected to both short and long - time loads applied at different eccentricities. the strength of concrete and the steel percentage varied in a wide range .
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عنوان ژورنال:
نشریه دانشکده فنیجلد ۲۴، شماره ۱۲، صفحات ۰-۰
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