ULTIMATE STRENGTH OF PIPE COLUMNS WITH INITIAL CURVATURE
نویسندگان
چکیده
منابع مشابه
«ultimate capacity of slender crncrete and reinforced concerete columns »
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 wid...
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ژورنال
عنوان ژورنال: Proceedings of the Japan Society of Civil Engineers
سال: 1972
ISSN: 1884-4936,0385-5392
DOI: 10.2208/jscej1969.1972.208_149