Full-Scale Testing of Two-Tiered Steel Buckling-Restrained Braced Frames-Reference-Cited by-同舟云学术

Full-Scale Testing of Two-Tiered Steel Buckling-Restrained Braced Frames

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bani Moad¹,Imanpour Ali²,Tremblay Robert³,Saxey Brandt⁴^ORCID

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9.

3. Professor, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7.

4. Technical Director, CoreBrace, LLC, 5789 Wells Park Rd., West Jordan, UT 84081. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13337

Reference33 articles.

1. Aguirre C. and I. Palma. 2009. “Shear lugs for column bases.” In Proc. 6th Int. Conf. on Behaviour of Steel Structures in Seismic Areas 247–253. Boca Raton FL: CRC Press.

2. AISC. 2017. Steel construction manual. 15th ed. Chicago: AISC.

3. AISC. 2018. Seismic design manual. 3rd ed. Chicago: AISC.

4. Bani M. 2023. “Seismic performance and design of steel multi-tiered buckling-restrained braced frames.” M.Sc. thesis Dept. of Civil and Environmental Engineering Univ. of Alberta.

5. Bani M. and A. Imanpour. 2022. “Seismic performance of steel multi-tiered buckling-restrained braced frames in Canada.” In Proc. 10th Int. Conf. on Behaviour of Steel Structures in Seismic Areas 544–551. Cham Switzerland: Springer. https://doi.org/10.1007/978-3-031-03811-2.