https://scholars.lib.ntu.edu.tw/handle/123456789/630311
Title: | Lateral Displacement protocol of the first-story Steel Column in Buckling-Restrained Braced Frames under Near-Fault Earthquake Motions | Authors: | Liu, Y. F. CHUNG-CHE CHOU Peng, G. R. Chen, K. J. |
Issue Date: | 1-Jan-2022 | Source: | 12th National Conference on Earthquake Engineering, NCEE 2022 | Abstract: | The loading protocol for beam-to-column moment connections in special moment frame specified in AISC was designed for static cyclic tests. The loading protocol for the first-story column of buckling restrained braced frame (BRBF) has not been developed. Since the column base is expected to form a plastic hinge in earthquakes, a lateral displacement protocol focused on the first-story column is needed for the test. Moreover, the standard loading protocol suggested by AISC 341-16 (2016) [1] does not consider the effect of near-fault, which is common in Taiwan. Therefore, this work was focused on the inter-story drift response of the first-story column in BRBFs in nonlinear static and dynamic analysis, particularly under near-fault earthquake motions. |
URI: | https://scholars.lib.ntu.edu.tw/handle/123456789/630311 |
Appears in Collections: | 土木工程學系 |
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