Evaluation of the overstrength factor for nonstructural component anchorage into concrete via dynamic shaking table tests
Sign Up to like & getrecommendations! Published in 2017 at "Journal of building engineering"
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
Research on Whole-Process Tensile Behavior of Headed Studs in Steel–Concrete Composite Structures
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DOI: 10.1186/s40069-021-00464-x
Abstract: The headed studs have been widely applied in steel–concrete composite structures as shear connectors. However, the tensile performance of headed studs is also key to the structural performance in many cases such as the semi-rigid… read more here.
Keywords: steel; whole process; headed studs; tensile behavior ... See more keywords