Collapse Strength of a Two-Way-Reinforced Concrete Slab Contained within a Steel Frame Structure

The objective of the study reported herein was to determine the response, up to collapse, of a conventional floor and framing system typical of the systems which would be located over a basement fallout shelter in a steel frame building. Static and dynamic tests were conducted on two 1/4.5-scale mod...

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Bibliographische Detailangaben
1. Verfasser: Huff, William L
Format: Report
Sprache:eng
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