Issue 30

L. Bing et alii, Frattura ed Integrità Strutturale, 30 (2014) 526-536; DOI: 10.3221/IGF-ESIS.30.63 536 indicated that computation speed of procedure in this paper could satisfy the requirement of engineering analysis, and this procedure has performed relatively real and reasonable simulation on earthquake disaster of Children’s Palace. Due to that article’s length is limited, there inevitably exists vulnerable spot of initial defects and structure on other perspective. The architecture is regarded as continuum medium field through applying damage mechanics. The material containing various microfracture and microdefect is indistinctly deemed as continuous medium with damage field. The occurring and development of damage is considered as the evolution process of damage. The appropriate damage variable is introduced to describe physical and mechanical properties of this continuum. Heterogeneity and mesoscopic structure characteristics are grasped. The corresponding numerical model and theoretical analysis is constructed at micro and macro level respectively. Analysis about the initiation extension of building micro cracks, formation of macroscopic fracture, adhesive failure, damage fracture criterion as well as the influence of mesoscopic composition on macro elastic modulus and so on is performed. The failure mechanism of structure is further demonstrated, and it has certain promotive role in perfecting material and structural design. A CKNOWLEDGEMENTS he issue of national sci-tech support plan -‘The application demonstration of industrializing oil equipment's research and development platform’, No (2012BAH26F04). R EFERENCES [1] Liu, J. B., Du, Y. X., Wang, Z. Y., 3D viscous-spring artificial boundary in time domain, Earthquake Engineering and Engineering Vibration, 5(1) (2006) 93–102. [2] Du, X. l., Zhao, M., Wang, J. T., Artificial stress boundary condition of the near field wave simulation, Acta Mechanica Sinica, 38(1) (2006) 49–56. [3] Li, X. J, Lu, T., Explicit finite element analysis of earthquake response for underground caverns of hydropower stations, Journal of Hydroelectric Engineering, 28(5) (2009) 41–46. [4] Zhang, X. Z., Xie, L. L., Problems in numerical solution of complex open system by using explicit finite element method, Earthquake Engineering and Engineering Vibration, 25(2) (2005) 10–15. [5] Qian, Q. H., Qi, C. Z., Dynamic strength and dynamic fracture criteria of rock and rock mass, Journal of Tongji University (Natural Science), 36(12) (2008) 1599–1605. [6] Qi, C. Z., Qian, Q. H., Physical mechanism of dependence of material strength on strain rate for rock-like material, Chinese Journal of Rock Mechanics and Engineering, 22(2) (2003) 177–181. [7] Zhao, J., Li, H. B., Estimating the dynamic strength of brittle rock using Mohr-Coulomb and Hoek-Brown criteria, Journal of Rock Mechanics and Engineering, 22(2) (2003) 171–176. [8] Li, H. B., Zhu, L., Lu, T., Dynamic response analysis of large underground excavations in jointed rock, Chinese Journal of Rock Mechanics and Engineering, 27(9) (2008) 1757–1766. [9] Chen, J. Y., Hu, Z. Q., Lin, G., 3D seismic response study on large scale underground group caverns, Chinese Journal of Geotechnical Engineering, (2001). T