Development of a novel haunched link for eccentrically braced frames

Volume: 245, Pages: 112870
Published: Oct 15, 2021
Abstract
null null The seismic performance of eccentrically braced frames (EBFs) is strongly influenced by the length of their links. In these frames, short links undergo shear yielding, long links experience flexural yielding, and intermediate links go through a combination of shear and flexural yielding. Hence, shorter links have a greater inelastic rotation capacity than longer links. However, having the option to use longer links is architecturally...
Paper Details
Title
Development of a novel haunched link for eccentrically braced frames
Published Date
Oct 15, 2021
Volume
245
Pages
112870
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