Seismic design and hybrid tests of a full‐scale three‐story buckling‐restrained braced frame using welded end connections and thin profile

Lin, Pao-ChunPao-ChunLinTsai, Keh-Chyuan et al.Keh-Chyuan et al.TsaiWang, K.-J.K.-J.WangYu, Y.-J.Y.-J.YuWei, C.-Y.C.-Y.WeiWu, A.-C.A.-C.WuTsai, C.-Y.C.-Y.TsaiLin, C.-H.C.-H.LinChen, J.-C.J.-C.ChenSchellenberg, A.H.A.H.SchellenbergMahin, S.A.S.A.MahinKEH-CHYUAN TSAI2012-10-132018-07-092012-10-132018-07-092012http://ntur.lib.ntu.edu.tw//handle/246246/242376en-US[SDGs]SDG11Seismic design and hybrid tests of a full‐scale three‐story buckling‐restrained braced frame using welded end connections and thin profilejournal article10.1002/eqe.11712-s2.0-84858997470http://ntur.lib.ntu.edu.tw/bitstream/246246/242376/-1/34.pdf