Evaluation of the overstrength factor for nonstructural component anchorage into concrete via dynamic shaking table tests
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DOI: 10.1016/j.jobe.2017.04.017
Abstract: Abstract In ACI 318-11 and ASCE/SEI 7-10 an overstrength factor, Ω 0 , was introduced for the seismic design of nonstructural building component anchorage into concrete. Though implemented into these codes with the same mechanisms… read more here.
Keywords: factor; component anchorage; anchorage concrete; overstrength factor ... See more keywords