Experimental and theoretical study of the reinforced concrete flat slabs with the central support loss
نویسندگان
چکیده
The paper experimentally and theoretically considers the issues of assessing robustness resistance to progressive collapse a flat slab with sudden removal central support.
 results testing two scale models fragment ceiling in case support under static (specimen FS-1) dynamic FS-2) loading are presented analyzed.
 A theoretical approach quantitative assessment was tested, which is based on provisions energy balance damaged structural system an accidental design situation.
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چکیده ندارد.
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ژورنال
عنوان ژورنال: In?ynieria Bezpiecze?stwa Obiektów Antropogenicznych
سال: 2022
ISSN: ['2450-1859', '2450-8721']
DOI: https://doi.org/10.37105/iboa.156