Seismic Design Load for Multi-Story Steel Frames Composed of Expanded Sections

Wu Xiang Xiang

doi:10.1051/e3sconf/202123602024

All issues

Volume 236 (2021)

E3S Web Conf., 236 (2021) 02024

References

Open Access

Issue		E3S Web Conf. Volume 236, 2021 3^rd International Conference on Energy Resources and Sustainable Development (ICERSD 2020)


Article Number		02024
Number of page(s)		5
Section		New Energy Technology and Clean Energy Production and Transformation
DOI		https://doi.org/10.1051/e3sconf/202123602024
Published online		09 February 2021

Chen, Y., Tong, L., Xue, C. (2004), The Application of expanded section members in multi-story dwelling light steel structures. Dwelling House Technology, 8: 28-32 [Google Scholar]
Wu, X. (2012), Study on moment rotation capability of expanded sections. Structural Engineers, 28(3): 36-43 [Google Scholar]
Wu, X., Chen, Y., (2008), Investigation on the beamcolumn joint of steel frames composed of expandedsection members. Building Structures, 7:56-60 [Google Scholar]
Chen, Y., Cheng, X., He, X. (2014), Buckling hinge of non-plastic section members and analysis of failure mechanism of steel frames, 35(4):109-115 [Google Scholar]
Cheng, X., Niu, L., Duan, D., Chen, Y. (2019), Hysteritic behavior of H-section steel members under biaxial bending considering local buckling, 41(1):69-78 [Google Scholar]
Victor, G.,Dana P., (1997), Available Rotation Capacity of Wide-Flange Beams and Beam-Columns (part 1. theoretical approaches), Journal of Constructional Steel Research, 43:161-217 [Google Scholar]
Victor, G., Dana P., (1997), Available Rotation Capacity of Wide-Flange Beams and Beam-Columns (part 2. Experimental and numerical tests), Journal of Constructional Steel Research, 43:219-244 [Google Scholar]
Code for seismic design of buildings[S] (GB 50011—2010). Beijing: China, Architecture ＆ Building Press, 2010. (in Chinese) [Google Scholar]
Wang, Y., Gu, B., Li, H., (2002), Pushover analysis for seismic response of frame structures, Journal of Dalian University of Technology, 42(6):709-713 [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.

[1] Chen, Y., Tong, L., Xue, C. (2004), The Application of expanded section members in multi-story dwelling light steel structures. Dwelling House Technology, 8: 28-32 [Google Scholar]

[2] Wu, X. (2012), Study on moment rotation capability of expanded sections. Structural Engineers, 28(3): 36-43 [Google Scholar]

[3] Wu, X., Chen, Y., (2008), Investigation on the beamcolumn joint of steel frames composed of expandedsection members. Building Structures, 7:56-60 [Google Scholar]

[4] Chen, Y., Cheng, X., He, X. (2014), Buckling hinge of non-plastic section members and analysis of failure mechanism of steel frames, 35(4):109-115 [Google Scholar]

[5] Cheng, X., Niu, L., Duan, D., Chen, Y. (2019), Hysteritic behavior of H-section steel members under biaxial bending considering local buckling, 41(1):69-78 [Google Scholar]

[6] Victor, G.,Dana P., (1997), Available Rotation Capacity of Wide-Flange Beams and Beam-Columns (part 1. theoretical approaches), Journal of Constructional Steel Research, 43:161-217 [Google Scholar]

[7] Victor, G., Dana P., (1997), Available Rotation Capacity of Wide-Flange Beams and Beam-Columns (part 2. Experimental and numerical tests), Journal of Constructional Steel Research, 43:219-244 [Google Scholar]

[8] Code for seismic design of buildings[S] (GB 50011—2010). Beijing: China, Architecture ＆ Building Press, 2010. (in Chinese) [Google Scholar]

[9] Wang, Y., Gu, B., Li, H., (2002), Pushover analysis for seismic response of frame structures, Journal of Dalian University of Technology, 42(6):709-713 [Google Scholar]