Performance of Thin-Walled Steel Tubular Circular Columns with Graded Thickness under Bidirectional Cyclic Loading-Reference-Cited by-同舟云学术

Performance of Thin-Walled Steel Tubular Circular Columns with Graded Thickness under Bidirectional Cyclic Loading

Published:2019-04-22 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2019
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Author:

Al-Kaseasbeh Qusay,Mamaghani Iraj H. P.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784482230.001

Reference30 articles.

1. Buckling Strength and Ductility Evaluation of Thin-Walled Steel Tubular Columns with Uniform and Graded Thickness under Cyclic Loading

2. Proc. 13th World Conf. on Eq. Eng Proc. 13th World Conf. on Eq. Eng E. L. Anderson S. A. Mahin An Evaluation of Bi-Directional Earthquake Shaking on the Provisions of the AASHTO Guide Specifications for Seismic Isolation Design 2004

3. Seismic Performance of Rectangular-Shaped Steel Piers under Cyclic Loading

4. Novel Design Procedures for Rectangular Hollow Steel Sections Subject to Compression and Major and Minor Axis Bending

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