3Peng J L, Pan A D, Chen W F. Approximate analysis method for modular tubular false work[J]. Journal of Structural Engineering, ASCE, 2003, 127 ( 3 ) : 256 - 263.
4Poulos H G. A practical design approach for piles with negative friction [ J ]. Geotechnical Engineering Issue GEI ,2008,161 ( 1 ) : 19 - 27.
5Leng J S, Asundi A. NDE of smart structures using multimode fiber optic vibration sensor [ J ]. NDT and E International ,2002,35 ( 1 ) :45 - 51.
6Faber M H. Risk and safety in civil engineering [M]. Switzerland:Swiss Federal Institute of Tech- nology ,2001.
7Kim A T V. Structural reliability of concrete bridges including improved chloride-included corrosion mod- els [ J]. Structural Safety,2005,22:313 -333.
8Wang Z L, Jing Z Z, Shan C C, et al. Research on hydrothernal synthesis of sipiolite-basedd clay [ J ]. Non-Metal Mine,2011,34( 1 ) :6 - 10,43.
9Dai X L, Zhao H W, Li Z, et al. Research for appli- cation of glazed hollow beads in self-insulation wall [J]. Engi Mech,2006,27 ( S1 ) : 172 - 177.
10Wade D C. Building performance standards into data development analysis structures [ J]. IIE Trans-ac- tion,2005,3 ( 7 ) : 267 - 275.