[1]
S. Huang, S. Shang, Seismic behaviors of southwestern Hunan wooden houses by shaking table test, J. Railway Sci. Eng. 2 (2009) 47-49.
Google Scholar
[2]
Y. Zhao, FEM analysis on the elasto-plasticity of ancient wooden structure, J. Xi'an U. Archit. Technol. 6 (1999) 131-133.
Google Scholar
[3]
F. Benhua, W. Ge, Wood Structure Houses in China: An Analysis of Advantages and Disadvantages, J. China Wood Industry. 5 (2002) 6-9.
Google Scholar
[4]
X. Hongjie, T. Zhong, Analysis of Seismic Damageso of Rural Raw-soil and Timber Structure Houses in 7. 9 Yaoan Earthquake and Scheme of Seismic Strengthening for Chuandou Timber Joints Based on Seismic Damages, J. Science Technology and Engineering. 20(2010).
Google Scholar
[5]
M. Gu, S. Miao, Seismic research of through type timber frame structure in Yunnan, Earthq. Resist. Eng. Retrofit. S (2005) 205-210.
Google Scholar
[6]
D. Gao, H. Zhao, Aseismic characteristics of bucket arch and mortise-tenon joint of ancient Chinese timber buildings: experimental research, J. Nat. Disasters, 4 (2008) 58-64.
Google Scholar
[7]
L. He, W. Pan, Z. Yang, Seismic Damage and Seismic Countermeasures of Timber Houses in Villages and Towns, Earthq. Resist. Eng. Retrofit. 6 (2006) 94-101.
Google Scholar
[8]
Y. Kan, Z. Hongtie, Study on the Seismic Characteristics of Chinese Historical Timber Buildings, J. Build. Sci. (2007) 47-50.
Google Scholar
[9]
Design Specification for Wood Construction. GB5000522003, S. China Architecture & Building Press, (2003).
Google Scholar
[10]
A. Ceccotti, P. Faccio, M. Nart, Seismic Behavhour of Historic Timber-Frame Building in the Italian Dolomites, (ICOMOS International Wood Committee 15th International Symposium Istanbul and Rize (Turkey) September 18-23, 2006).
Google Scholar
[11]
Code for acceptance of construction quality of timber structure engineering. GB5020622002, S. China Architecture & Building Press, (2002).
Google Scholar
[12]
Code of aseismic design of buildings. GB5001122001, S. China Architecture & Building Press, (2010).
Google Scholar
[13]
T. E. McLain, S. Thangjiham, Connectors and fasteners: Research needs and goals, Wood Engineering in the 21st Century: Research Needs and Goals, K. J. Fridley, ed. ASCE1998, Reston, Virginia, 56-69.
Google Scholar
[14]
A. Filiatrault, B. Folz. Performance-based seismic design of wood framed buildings. ASCE J. Struct. Eng. 128(1) (2002) 39-47.
DOI: 10.1061/(asce)0733-9445(2002)128:1(39)
Google Scholar
[15]
M. H. Li, F. Lam, Lateral Performance of Nonsymmetric Diagonal-Braced Wood Shear Walls. J. Struct. Eng. ASCE. 135(2) (2009) 178-186.
DOI: 10.1061/(asce)0733-9445(2009)135:2(178)
Google Scholar
[16]
W. C. Pang, D. V. Rosowsky, Beam-spring model for timber diaphragm and shear walls. Proc. Inst. Civil Eng. Struct. Build. 163(4) (2010) 227-244.
DOI: 10.1680/stbu.2010.163.4.227
Google Scholar
[17]
F. Benussi, R. Zandonini, Cycilic behaviour of semi-rigid composite joints. Proceedings of the Third International Conference on Stell-concrete Composite Structure. Fukoka, Japan, Sepetember 26-29, 1991, pp.359-364.
Google Scholar
[18]
Y. Li, B. R. Ellingwood, Assessment of wood residential construction subjected to earthquakes.In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, Canada; (2004).
Google Scholar
[19]
D. Fischer, A. Filiatrault, B. Folz, C. M. Uang, F. Seible, Two-story single family house shake table test data, Final report. CUREE-Caltech Woodframe Project. (2000).
DOI: 10.1061/40558(2001)176
Google Scholar
[20]
G. C. Foliente, E. Karacabeyli, M. Yasumura, International test standards for joints in timber structures under earthquake and wind loads, Proc., Structural Engineers World Congress (SEWC'98), Paper No. T-222-6, San Francisco, (1998).
Google Scholar