YIELD LINE THEORY MODEL OF CLOSEST-PACKED CIRCULAR STEEL TUBE BEARING WALL FOR SEISMIC-RESISTANT RETROFITTING
Author:
Affiliation:
1. Previous: Building Design Dept., Tokyo Main Office, Takenaka Corp.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/83/751/83_1373/_pdf
Reference22 articles.
1. 2) Ingerslev, A. : The Strength of Rectangular Slabs, Journal of the Institution of Structural Engineers, Vol. 1, No. 1, pp. 3-14, 1923.1
2. 3) Liu, C. and Tagawa, T. : Local Yield Stength of Wide-Flange Column-to-Beam Connections with Eccentricity, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol. 73, No. 628, pp. 965-971, 2008.6 (in Japanese)
3. 4) Tagawa, T. and Liu, C. : Influence of Beam Flange Width on Yield Strength of Beam Flange-to-Wide Flange Column Connections with Transeverse Stiffeners, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol. 72, No. 614, pp. 115-122, 2007.4 (in Japanese)
4. 5) Harada, Y., Ebato, K. and Morita, K. : Structural Performance of Web Plate of H-Section Member-to-Split-Tee Tensile Connection with High-Strength Bolts, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol. 72, No. 614, pp. 123-130, 2007.4 (in Japanese)
5. 6) Tagawa, H., Watanabe, T. and S. Gurel : Strength Formula of Local Web Yielding of Wide-Flange Steel Based on Yield Line Theory, Journal of Structural and Construction Engineering (Transaction of AIJ), Vol. 68, No. 573, pp. 193-199, 2003.11 (in Japanese)
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