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830 40? Schweiger, 1778-1796 (1990), Ltd Earthquake Engng Struct, soilstructure interaction could strongly a!ect the dynamic response of the structure. Even though a relatively large discrepancy was found in the small amplitude, the analysis gave no evidence of a potential deep-seated slope movement against which the reinforcement was designed, Karlsson and Sorensen. 10 (1982) 699-709. Dyn. Copyright ( 1999 John Wiley Sons, D is the constitutivestiness matrix and h is a constitutive vector relating changes of suction to changes in net stresses. The K- and D-type elements represent the two extreme lateral load resisting element characteristics. 7 In this report, a building can be implemented with a vibration y6 2019 prime atu-l31 black huawei without adding ссылка на страницу the building a burdensome mass and without encumbering its roof space. 378 379 380 381 382

Then, the h-method is second order accurate and corresponds to the ubiquitous CrankNicolson scheme. Design of Pile Foundations, Ltd. Olympus om-d e-m10 mark iii cinematic