Hysteretic Behavior and Strength Capacity of Shallow Embedded Steel Column Bases
Abstract eng: A shallow embedded steel column base consisting of an exposed column base and a covering reinforced concrete (RC) floor slab is examined. A series of tests are conducted for shallow embedded steel column bases subjected to horizontal cyclic loading leading to very large deformations, and the effects of the floor slab on the strength and ductility are examined. By the adjustment of the floor slab thickness and shape, the elastic stiffness, maximum strength and dissipated energy of the shallow embedded column bases increases to 1.1 to
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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