Earthquake response analysis of high-elevated multi-span continuous bridge on dynamic soil-structure interaction
Yoshikazu Yamada,Hirokazu Takemiya,Kenji Kawano,Akira Hirano +3 more
- Vol. 1982, Iss: 328, pp 1-10
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The article was published on 1982-12-20 and is currently open access. It has received 1 citations till now. The article focuses on the topics: Bridge (interpersonal) & Span (engineering).read more
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Seismic analysis of multi-span continuous girder bridge with emphasis on soil-foundation-superstructure interaction
TL;DR: In this article, the application of the computer program SUBSSIP-2D (Substructure method for Soil-Structure Interaction Problem: Two Dimentional Analysis) is made for the seismic analysis of a three-span continuous girder bridge on the multiple foundations of deep grouped piles and wall types.
References
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Coupled Horizontal and Rocking. Vibration of Embedded Footings
Y. O. Beredugo,M. Novak +1 more
TL;DR: In this article, the prediction of the coupled response to horizontal forces is of major importance for the design of footings exposed to dynamic effects, and the theory of surface footings greatly overestimates the re...
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Earthquake response analysis of multistorey buildings including foundation interaction
TL;DR: In this article, an efficient method based on the Ritz concept for dynamic analysis of multistorey buildings including foundation interaction to earthquake ground motion is presented, where structural displacements are transformed to normal modes of vibration of the building on a rigid foundation.
Journal ArticleDOI
Basic Response Functions for Elastic Foundations
TL;DR: In this paper, close-form expressions for the response to both harmonic and impulsive excitations of a massless, circular, rigid foundation which is supported at the surface of an elastic half space and is excited horizontally, vertically, or in rocking motion are presented.
Journal ArticleDOI
The effect of ground transmission time on the response of long structures
TL;DR: In this article, the influence of the transmission time of a seismic-like ground disturbance upon the response of a long structure is studied in terms of extreme value statistics, and the results show that the impact of such a disturbance on the response and safety of a bridge is significant.
Journal ArticleDOI
Random response analysis of a non‐linear soil‐suspension bridge pier
TL;DR: In this article, a tower and pier system of a long-span suspension bridge is modeled to allow classical normal modes decomposition in order to reduce higher modes, and the results of the analysis of the total interaction system and the response with change of the soil condition and input excitation level are discussed.
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