Study on Earthquake Resistant Behavior of New Combination T Node

Wei Wei Zhao; Xu Feng Mi; Yong Sen Wang

doi:10.4028/www.scientific.net/AMR.1030-1032.871

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1030-1032Study on Earthquake Resistant Behavior of New...

Study on Earthquake Resistant Behavior of New Combination T Node

Abstract:

A new combined structure has been presented which is filled polyurethane between the concentric inner and outer steel tubes. ANSYS is adopted. Different thickness of polyurethane are used to change the hollow ratio.The results show polyurethane material, not only significantly improves the bearing capacity, but also improves structure ductility to some extent.

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Periodical:

Advanced Materials Research (Volumes 1030-1032)

Pages:

871-874

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1030-1032.871

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Online since:

September 2014

Authors:

Wei Wei Zhao, Xu Feng Mi*, Yong Sen Wang

Keywords:

Ductility Coefficient, Polyurethane, T Node, Ultimate Bearing Capacity

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* - Corresponding Author

References

[1] M. Lesani, MR. Bahaari, M, M. Shokrieh. Detail investigation on un-stiffened T/Y tubular joints behavior under axial compressive loads [J]. Journal of Constructional Steel Research, 2013, 80：91-99.

DOI: 10.1016/j.jcsr.2012.09.016

Google Scholar

[2] Luo Yongfeng, Zheng Botong, Guo Xiaonong, Influence of Stiffeners on Mechanical Behavior of Steel Tubular Joints[J]. Structural Engineers, 2012, 28（1）：37—44.

Google Scholar

[3] Diao Yan, Fan Wenli, Experimental research on fatigue of tubular joints in concrete-filled steel tube[J]. Building Structure. 2013, 43(5): 45-47.

Google Scholar

[4] Tong Lewei, Sun Jiandong, Chen Yiyi, A New Formula for Loading Capacity of Un-stiffened CHS K-joints[J]. Journal of Tong Ji University(Natural Science). 2012, 40(4): 515-21.

Google Scholar

[5] Zhang Dongfang, Zhang Yufen, Zhao Junhai, Zhu Qian. Finite element analysis on the ring beam joint with discontinuous outer tube between composite CFST and RC beams. [J]. Building Structure, 2013, 43(5): 39-44.

Google Scholar

[6] Shao Yongbo, Wang Wenjie, CHEN Ying. Experimental Study on Hysteretic Behavior of Square Tubular T-Joints Reinforced with Collar Plate[J]. Journal of Southwest Jiao Tong University, 2013, 48(1): 75-80.

Google Scholar

[7] Guo Rong, Zhao Shaowei, Yi Chenglin, Experimental Study on the Seismic Behavior of New-type Joints in Steel Adding Stogey[J]. Earthquake Resistant Engineering and Retrofitting, 2013, 35(3): 97-102.

Google Scholar

[8] Jin Yanfei, Research on the ultimate bearing capacity of the wall strengthening steel tubular joints[D]. Yantai University Master Degree Thesis, (2011).

Google Scholar