Hysteretic Property Analysis of the Different Ribbed Steel Deep Beams

Article Preview

Abstract:

The steel deep beam infilled steel frame is a new type of lateral resisting system. It can realize the modulation of structural stiffness in a certain range. By utilizing ANSYS software, hysteretic property of the different ribbed steel deep beams was carried out. The result shows that primary stiffness, yield load and ultimate capacity of the ribbed steel deep beams can be effectively improved. The hysteretic loops are replete, which means better energy dissipation capacity.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1145-1149

Citation:

Online since:

October 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Kahn L F, Hanson R D:submitted to Journal of Structural Engineering (1979)

Google Scholar

[2] Kabele P, Takeuchi S, Inaba K, etal:Performance of engineered cementitious composites in repair and retrofit: analytical estimates (RILEM Publishers, France 1999)

Google Scholar

[3] Kesner K E: submitted to Journal of Structural Engineering (2005)

Google Scholar

[4] Hong Zheng, China Patent ZL200620136074.9.(2007). (in Chinese)

Google Scholar

[5] Hong Zheng, Lili Hu: submitted to Zhongnan daxue xuebao (Ziran kexue ban) (2011).(in Chinese)

Google Scholar

[6] Lili Hu, Hong Zheng: submitted to China Civil Engineering Journal(2010). (in Chinese)

Google Scholar

[7] Lili Hu,Hong Zheng:submitted to World Earthquake Engineering(2010).(in Chinese)

Google Scholar

[8] Lili Hu,Hong Zheng:submitted to Journal of Zhengzhou University (Engineering Science) (2010).(in Chinese)

Google Scholar

[9] Hong Zheng,Feiying Yang:submitted to Journal of Architecture and Civil Engineering(2007). (in Chinese)

Google Scholar

[10] Hong Zheng, Yuan Liu: submitted to Journal of Building Structures(2010).(in Chinese)

Google Scholar