1 |
Xue, J.Y. and Qi, L.J. (2016), "Experimental studies on steel frame structures of traditional-style buildings", Steel Compos. Struct., 22(2), 235-255.
DOI
|
2 |
Yang, Y., Du, J. and Li, G. (2000), "Analysis of the earthquake disaster characteristics of ancient building structures", World Inform. Earthq. Eng., 3.
|
3 |
Yao, K., Zhao, H. and Ge, H. (2006), "Experimental studies on the characteristic of mortise-tenon joint in historic timber buildings", Eng. Mech., 23(10), 168-172.
|
4 |
Yu, M., Oda, Y., Fang, D. and Zhao, J. (2008), "Advances in structural mechanics of Chinese ancient architectures", Front. Arch. Civil Eng. China, 2(1), 1-25.
DOI
|
5 |
Zhang, X. (2015), Research on the traditional style of modern commercial buildings in Xi'an Ming City area, Xi'an University of Architecture and Technology, Xi'an.
|
6 |
Akcay, H., Eckelman, C. and Haviarova, E. (2005), "Withdrawal, shear, and bending moment capacities of round mortise and tenon timber framing joints", Forest Prod. J., 55(6), 60-67.
|
7 |
Chen, S.J., Yeh, C. and Chu, J. (1996), "Ductile steel beam-tocolumn connections for seismic resistance", J. Struct. Eng., 122(11), 1292-1299.
DOI
|
8 |
Feio, A.O., Lourenco, P.B. and Machado, J.S. (2014), "Testing and modeling of a traditional timber mortise and tenon joint", Mater. Struct., 47(1-2), 213-225.
DOI
|
9 |
D'Ayala, D. and Benzoni, G. (2012), "Historic and traditional structures during the 2010 Chile earthquake: observations, codes, and conservation strategies", Earthq. Spectra, 28(S1), S425-S451.
DOI
|
10 |
Erdil, Y., Kasal, A. and Eckelman, C. (2005), "Bending moment capacity of rectangular mortise and tenon furniture joints", Forest Prod. J., 55(12), 209-213.
|
11 |
Guo, Q. (1998), "Yingzao Fashi: twelfth-century Chinese building manual", Arch. History, 41, 1-13.
DOI
|
12 |
Li, P. (2014), Experimental Study on Seismic Behavior of RC Column-beam Joint Built in Traditional Style, Xi'an University of Architecture and Technology, Xi'an.
|
13 |
Han, Q.H., Liu, M.J., Lu, Y. and Zhao, S.S. (2016), "Experimental and simulation study on seismic behavior of beam-column joints with cast steel stiffener", J. Struct. Eng., 142(7), 1-18.
|
14 |
Lee, C.H., Jeon, S.W., Kim, J.H. and Uang, C.M. (2005), "Effects of panel zone strength and beam web connection method on seismic performance of reduced beam section steel moment connections", J. Struct. Eng., 131(12), 1854-1865.
DOI
|
15 |
Leon, R.T., Hajjar, J.F. and Gustafson, M.A. (1998), "Seismic response of composite moment-resisting connections. I: Performance", J. Struct. Eng., 124(8), 868-876.
DOI
|
16 |
Nakashima, M., Suita, K., Morisako, K. and Maruoka, Y. (1998), "Tests of welded beam-column subassemblies. I: Global behavior", J. Struct. Eng., 124(11), 1236-1244.
DOI
|
17 |
Liang, S. and Wilma, F. (1984), A Pictorial History of Chinese Architecture, MIT Press, Cambridge, Mass.
|
18 |
Liu, Z.Q., Xue, J.Y., Zhao, H.T. and Gao, L. (2014), "Cyclic test for solid steel reinforced concrete frames with special-shaped columns", Earthq. Struct., 7(3), 317-331.
DOI
|
19 |
Ma, H., Xue, J., Liu, Y. and Zhang, X. (2015), "Cyclic loading tests and shear strength of steel reinforced recycled concrete short columns", Eng. Struct., 92, 55-68.
DOI
|
20 |
Niwa, N., Kobori, T., Takahashi, M., Midorikawa, H., Kurata, N. and Mizuno, T. (2000), "Dynamic loading test and simulation analysis of full-scale semi-active hydraulic damper for structural control", Earthq. Eng. Struct. Dyn., 29(6), 789-812.
DOI
|
21 |
Wang, Y., Zhou, H., Shi, Y. and Xiong, J. (2011), "Fracture prediction of welded steel connections using traditional fracture mechanics and calibrated micromechanics based models", Int. J. Steel Struct., 11(3), 351-366.
DOI
|
22 |
Shanmugam, N. and Ting, L. (1995), "Welded interior box-column to I-beam connections", J. Struct. Eng., 121(5), 824-830.
DOI
|
23 |
Tankut, A., Denizli-Tankut, N., Gibson, H. and Eckelman, C. (2003), "Design and testing of bookcase frames constructed with round mortise and tenon joints", Forest Prod. J., 53(7/8), 80-86.
|
24 |
Tsai, K., Wu, S. and Popov, E.P. (1995), "Experimental performance of seismic steel beam-column moment joints", J. Struct. Eng., 121(6), 925-931.
DOI
|
25 |
Xue, J., Qi, L., Sui, Y., Wu, Z. and Xu, D. (2016), "Mechanical performance and shear capacity calculation of the double beamcolumn inner joints in steel imitated ancient building", J. Civil, Arch. Environ. Eng., 38(1), 17-22.
|
26 |
Xie, Q., Li, P., Cui, Y., Sui, Y. and Su, W. (2016), "Finite element analysis of RC column-beam joint built in traditional style based on ABAQUS", World Earthq. Eng., 32(1), 245-253.
|
27 |
Xue, J., Qi, L., Gao, L. and Liu, Z. (2016), "Mechanical behavior of lattice steel reinforced concrete inner frame with irregular section columns under cyclic reversed loading", Eng. Struct., 128, 225-236.
DOI
|
28 |
Xue, J., Qi, L., Sui, Y. and Wu, Z. (2016), "Research on shear capacity of circle tubular steel column-double I-shaped section beam joints in imitated ancient building", Earthq. Eng. Eng. Dyn., 36(4), 192-199.
|
29 |
Piazza, M., Baldessari, C. and Tomasi, R. (2008). "The role of inplane floor stiffness in the seismic behaviour of traditional buildings", 14th World Conference on Earthquake Engineering, Beijing, China.
|
30 |
Xue, J., Wu, Z., Sui, Y., Ge, H. and Wu, K. (2016), "Experimental study and numerical analysis on aseismic performance of steel double-beams-column interior-joints in traditional style building", Eng. Mech., 33(5), 97-105.
|
31 |
Xue, J., Zhai, L., Ma, L., Ge, H., Dong, J. and Wu, K. (2016), "Experimental study and numerical analysis on seismic behavior of steel eave columns with Dougong in imitated ancient buildings", China Civil Eng. J., 49(7), 57-67.
|