1. Arjang, S. (2004). “Horizontal earthquake loading and linear/nonlinear seismic behavior of double layer barrel vaults.” International Journal of Space Structures, 19(1), pp. 21–37.
2. Chen, Y. Y., Zhang, D. Z., Xue, W. C., Lu, W. S., and Lin, Y. R. (2006). “Shaking table model test for circular spatial and prestressed structure.” Earthquake Engineering and Engineering Vibration, 26(6), pp. 158–163.
3. Du, W. F., Gao, B. Q., and Dong, S. L. (2007). “Doublecontrol criterion of dynamical strength failure for single layer latticed shells.” Journal of Zhejiang University (Engineering Science), 41(11), pp. 1916–1921 (in Chinese).
4. Fan, F., Nie, G. B., and Zhi, X. D. (2011). “Constitutive model of circular steel tubes under complicated cyclic load.” Journal of Building Structures, 32(8), pp. 59–67 (in Chinese).
5. Nie, G. B., Fan, F., and Zhi, X. D. (2012). “Test on the suspended dome structure and joints of dalian gymnasium.” Advance in Structural Engineering, 15(8), pp. 1279–1290.