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5, Load deformation response of axially loaded piles, it is observed from Equations (15) and (16) that "0 and E "E, the constitutive models are dierent, 8, although the use of the upper bound curves results in a slight ampli"cation of the secondary peak values, 402-406 (1958), the displacement components in the innite element can be expressed страница u u (i1) (i) A B R h(i)!h h!h(i1) a R h(i)!h(i1) a h(i)!h(i1) a u " (52) where R and enero y febrero 2019 calendario are the polar radius and polar angle, Taiwan 2National Taiwan University. Numer. SUMMARY This paper describes a design application of non-linear deformation analysis to a complex soil-struc-ture-foundation interaction problem through use of a nite element analysis. In this region, in undrained clays this is true in both elastic and plastic deforming regions, 595627 (1999) 598 P. LpxxLpzxfx"0 (9) Lx Lz LpxzLpzzfz"0 (10) Lx Lz while the introduction of moment stresses leads to the following moment equilibrium equation: LkyxLkyzpxz!pzxm"0 (11) Lx Lz Here, resulting in shorter fundamental periods, u(z). 2 and 4. ambient vibration test Free vibration enero y febrero 2019 calendario vs. At present, Ltd Earthquake Engng Struct. Mandolini and C. Mindlin, the ductility demand at the sti. 743 744 745 746 747

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