By Yong Yuan, Junzhi Cui, Herbert A. Mang
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Further study is thus necessary for structural safety to establish a more reliable damage cumulation seismic analysis of welded connections. , 2004). , 2004). The constants defined in the DN relation were determined from experimental measurements. Such S/D-N methods have serious disadvantages: the model is applicable only to the components with the material and the loading conditions tested, the experimental procedure is too complicated to apply in practice, and it is not possible to use in a subsequent numerical seismic response analysis unless the damage model is included in the constitutive equation and the hysteretic model.
1988). Service life of concrete structures with regard to corrosion of reinforcement. Finland: Research Reports, Espoo. Vu K. A. T. and Stewart M. G. (2000). Structural reliability of concrete bridge including improved chloride-induced corrosion models. Structural Safety, 22(4): 313-333. , and Valliappan S. (1999). Nonlinear seismic behavior of concrete gravity dams using coupled finite element-boundary element technique. Int. J. Num. Meth. , 44(1): 101-130. Westergaard H. M. (1931). Water pressures on dams during earthquakes.
Z. Cui and H. ), Computational Structural Engineering, 11–19. V. 2009 12 Damage Cumulation Analysis of Welded Joints under Low Cycle Loadings welding process. These imperfections make the welded connection more susceptible to damage cumulation and the damage mechanism more complicated than other structural components. Further study is thus necessary for structural safety to establish a more reliable damage cumulation seismic analysis of welded connections. , 2004). , 2004). The constants defined in the DN relation were determined from experimental measurements.