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

Lin,  Pao-Chun; Tsai,  Keh-Chyuan et al.; Wang, K.-J.; Yu, Y.-J.; Wei, C.-Y.; Wu, A.-C.; Tsai, C.-Y.; Lin, C.-H.; Chen, J.-C.; Schellenberg, A.H.; Mahin, S.A.; KEH-CHYUAN TSAI; Lin,  Pao-Chun; Tsai,  Keh-Chyuan; Wang,  Kung-Juin; Yu,  Yi-Jer; Wei,  Chih-Yu; Wu,  An-Chien; Tsai,  Ching-Yi; Lin,  Chih-Han; Chen,  Jia-Chian; Schellenberg,  Andreas H.; Mahin,  Stephen A.; Roeder,  Charles W.

doi:10.1002/eqe.1171

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

Resource

Earthquake Engineering & Structural Dynamics, 41(5), 1001-1020

Journal

Earthquake Engineering & Structural Dynamics

Journal Volume

41

Journal Issue

5

Pages

1001-1020

Date Issued

2012

Date

2012

Author(s)

Lin, Pao-Chun

Tsai, Keh-Chyuan et al.

Wang, K.-J.

Yu, Y.-J.

Wei, C.-Y.

Wu, A.-C.

Tsai, C.-Y.

Lin, C.-H.

Chen, J.-C.

Schellenberg, A.H.

Mahin, S.A.

KEH-CHYUAN TSAI

DOI

10.1002/eqe.1171

URI

http://ntur.lib.ntu.edu.tw//handle/246246/242376

SDGs

[SDGs]SDG11

Type

journal article

File(s)

Name

34.pdf

Size

23.2 KB

Format

Adobe PDF

Checksum

(MD5):9f10d4a3cb317b779e1efcb960e630b3

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

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