Research on Mechanical Properties of Angle Beam-column Joint with Gusset plate

Yunan Li; Xian Dong; Zhan Wang; Jiajun Li; Ke Qin

doi:10.1051/e3sconf/202123303031

All issues

Volume 233 (2021)

E3S Web Conf., 233 (2021) 03031

References

Open Access

Issue		E3S Web Conf. Volume 233, 2021 2020 2^nd International Academic Exchange Conference on Science and Technology Innovation (IAECST 2020)


Article Number		03031
Number of page(s)		4
Section		HCCE2020-Hydraulic, Civil and Construction Engineering
DOI		https://doi.org/10.1051/e3sconf/202123303031
Published online		27 January 2021

R.M. Richard. Analysis of large bracing connection designs for heavy construction[C].// National Steel Construction Conference Proceedings, American Institute of Steel Construction Chicago, Illinois, 1986, 1-31. [Google Scholar]
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Uriz P. Towards earthquake resistant design of concentrically braced steel structures[D]. University of California, Berkeley, 2005. [Google Scholar]
Kishiki S, Yamada S, Wade A. Experimental evaluation of structural behavior of gusset plate connections in BRB frame system [C]. // Proceedings, 14th World Conference on Earthquake Engineering. Japan, Tokyo,2008: 12-17. [Google Scholar]
Liu J, Astaneh-Asl A. Cyclic testing of simple connections including effects of slab[J]. Journal of Structural Engineering, 2000, 126(1): 32-39. [CrossRef] [Google Scholar]
Mou Wei, analysis of the influence of the gusset plate to the mechanical properties of the speclal braced frame structure eith pinned connections[D]. Harbin, Harbin Institute Of Technology, 2009. [Google Scholar]
Zhang Wenyuan, Zhou Yu, ZhangYaochun. Influence of gusset plate connections on the secondary moments in beams and columns of braced frames[J], Journal of Harbin institute of technology, 2013, 45(006): 1-7. [Google Scholar]
W.A.Thornton. Bracing connections for heavy construction[J]. Engineering Journal AISC, 1984, (3): 139-148. [Google Scholar]
C.M.Hewitt, W.A.Thornton. Rationale behind and proper application of the ductility factor for bracing connections subjected to shear and transverse loading[J]. Engineering Journal,2004, 41(1): 3-6. [Google Scholar]
Ward R C. Improved Seismic Performance of Gusset Plate Connections[J]. Journal of Structural Engineering, 2008, 134(6):890-901. [CrossRef] [Google Scholar]
Kim W B, Park H H. Study on the Ultimate Strength of Gusset Plate-Circular Hollow Section(CHS) Joint Stiffened with Rib-plate by End Restraint[J]. Journal of Korean Society of Steel Construction, 2012, 24(4):523-533. [Google Scholar]

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[1] R.M. Richard. Analysis of large bracing connection designs for heavy construction[C].// National Steel Construction Conference Proceedings, American Institute of Steel Construction Chicago, Illinois, 1986, 1-31. [Google Scholar]

[2] Thornton W A. Bracing Connections for Heavy Construction[J]. Tropical Animal Health & Production, 1984, 19(3):177-178. [Google Scholar]

[3] Uriz P. Towards earthquake resistant design of concentrically braced steel structures[D]. University of California, Berkeley, 2005. [Google Scholar]

[4] Kishiki S, Yamada S, Wade A. Experimental evaluation of structural behavior of gusset plate connections in BRB frame system [C]. // Proceedings, 14th World Conference on Earthquake Engineering. Japan, Tokyo,2008: 12-17. [Google Scholar]

[5] Liu J, Astaneh-Asl A. Cyclic testing of simple connections including effects of slab[J]. Journal of Structural Engineering, 2000, 126(1): 32-39. [CrossRef] [Google Scholar]

[6] Mou Wei, analysis of the influence of the gusset plate to the mechanical properties of the speclal braced frame structure eith pinned connections[D]. Harbin, Harbin Institute Of Technology, 2009. [Google Scholar]

[7] Zhang Wenyuan, Zhou Yu, ZhangYaochun. Influence of gusset plate connections on the secondary moments in beams and columns of braced frames[J], Journal of Harbin institute of technology, 2013, 45(006): 1-7. [Google Scholar]

[8] W.A.Thornton. Bracing connections for heavy construction[J]. Engineering Journal AISC, 1984, (3): 139-148. [Google Scholar]

[9] C.M.Hewitt, W.A.Thornton. Rationale behind and proper application of the ductility factor for bracing connections subjected to shear and transverse loading[J]. Engineering Journal,2004, 41(1): 3-6. [Google Scholar]

[10] Ward R C. Improved Seismic Performance of Gusset Plate Connections[J]. Journal of Structural Engineering, 2008, 134(6):890-901. [CrossRef] [Google Scholar]

[11] Kim W B, Park H H. Study on the Ultimate Strength of Gusset Plate-Circular Hollow Section(CHS) Joint Stiffened with Rib-plate by End Restraint[J]. Journal of Korean Society of Steel Construction, 2012, 24(4):523-533. [Google Scholar]