2020
DOI: 10.12962/j2579-891x.v18i1.6261
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Studi Numerik terhadap Kinerja Web-Bolted Replceable Link pada Struktur Rangka Baja Berpengaku Eksentris

Abstract: Eccentrically Braced Frame (EBF) restricts the inelastic behavior only occur at the link beam while the other element remains elastic after subjected into lateral load. Occasionally, overdesigned link happens because it is designed integrated with the beam floor that has to resist substantial forces. Five web-bolted links were modelled numerically. The link specimens were assembled back-to-back from two C-channel section. Both ends of the C-channel were clamped on the floor beam and connected with 1 inch A490 … Show more

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