Finite Element Analysis of Typical Beam-Column Joints in Yingxian Wood Pagoda

Jian Long Han; Guan Feng Qiao; Qing Fang Niu; Tie Ying Li

doi:10.4028/www.scientific.net/AMR.1008-1009.1205

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1008-1009Finite Element Analysis of Typical Beam-Column...

Finite Element Analysis of Typical Beam-Column Joints in Yingxian Wood Pagoda

Abstract:

Yingxian Wood Pagoda is the highest standing ancient wood structure in China,with four shorter but stiffer storeys hidden between the five apparent storeys. The beam-colunm joints are highly varied. In this study,a model of typical beam-column joints of the pagoda was simulated in Abaqus. The material used in models was similar to the ones of the pagoda.Non-destructive cyclic loading test of the models under different vertical load were conducted.The hysteretic curves underdifferent vertical load were drawn from the test.And the skeleton curves were obtained by linking all peak moment points of each hysteretic loop. The energy –dissipation performance and bending stiffness of models were derived and discussed.

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Periodical:

Advanced Materials Research (Volumes 1008-1009)

Pages:

1205-1208

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1008-1009.1205

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Online since:

August 2014

Authors:

Jian Long Han*, Guan Feng Qiao, Qing Fang Niu, Tie Ying Li

Keywords:

ABAQUS, Ancient Wood Structure, Beam-Column Joint, Hysteretic Curve, Yingxian Wood Pagoda

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References

[1] M.D. Chen, Yingxian Wood Pagoda. Cultural Relic Press, Beijing, (2001).

Google Scholar

[2] E.C. Zhu, Z.Y. Chen and J.L. Pan, Finite Element Modelling of Dou-Gong Brackets of Yingxian Wood Pagoda, in: 11th World Conference on Timber Engineering (WCTE 2010), Trentino, (2010).

Google Scholar

[3] Kataoka Y. Characteristics and Structural Evaluation of Japanese Traditional Wooden Frame Structures. in: Proceeding of international timber engineering conference, Vol. 1. 1990. pp.645-650.

Google Scholar

[4] American Society for Testing and Materials, Standard Test methods for Small Clear Specimens of Timber D143-94, ASTM, West Conshohocken, (2007).

Google Scholar

[5] L.Y. Wang, Z.Y. Lu, S.J. Shen, Study on Twelve Elastic Constant Values of Betula Platyphylla Suk Wood, Journal of Beijing Forestry University. Vol. 25, NO. 6(2003) 64-67.

Google Scholar

[6] H. Yonenobu, S. Tsuchikawa, Near-infraared Spectroscopic Comparison of Antique and Modern Wood, Appl. Spectrosc. 57 (11) (2008) 1451-1453.

DOI: 10.1366/000370203322554635

Google Scholar

[7] T. Yamada, Studies on Rheological Properties of Wood and Structure of Cell Wall, Mokuzai Gakkaishi 17 (2) (1971) 36-43.

Google Scholar