Soıl Structure Interactıon Effects on the Seısmıc Response of Rc Structure wıth Rıgıd and Flexıble Foundatıons
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-3983-9_17
Reference23 articles.
1. Wong, F.S.: Uncertainties in dynamic soil-structure interaction. J. Eng. Mech. 110(2), 308–324 (1984). https://doi.org/10.1061/(asce)0733-9399(1984)110:2(308)
2. Wong, B.H.L.: “In the absence of soil-structure interaction effects have been presented by Mita and Luco (1990a, 1990 ) and Luco et al. (1991). The form and effectiveness of active control in the presence of soil-structure interaction effects are examined by considering structures with different heights supported on soils with different rigidities. The effects on the response of the structures and on the amplitudes of the required control Structural Response with Absorbing Boundary To formulate and solve the complete problem, we first consider the motion of the superstructure for a given translation and rotation of the base. Let u ( x ) e’ ° ″ equal the harmonic translation of the structure with respect to an inertial frame of reference . For small displacements, the total displacement u ( x ) can be decomposed into u ( x ) = u B + xd B + u R ( x ),” vol. 117, no. 10, pp. 2237–2250 (1992)
3. Pilecki, T.J.: Interface model for dynamic soil-structure interaction. J. Geotech. Eng. 113(5), 537–538 (1987). https://doi.org/10.1061/(ASCE)0733-9410(1987)113:5(537)
4. Dicleli, M., Albhaisi, S., Mansour, M. Y.: Static soil–structure interaction effects in seismic-isolated bridges, 10(1), 22–33 (2005) https://doi.org/10.1061/(ASCE)1084-0680(2005)10
5. S. S. I. Analysis and P. For, . “i: a,” vol. 125, no. January, pp. 26–37, (1999)
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