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This article sets up two structural calculation models utilizing lumped mass method, and using MIDAS software: model A and model B. It proves that considering soil-pile-structure interaction has extremely vital significance in seismic response design of long-span cable-stayed bridge.
This article sets up two structural calculation models utilizing lumped mass method, and using MIDAS software: model A and model B. It proves that considering soil-pile-structure interaction has extremely vital significance in seismic response design of long-span cable-stayed bridge.
Dynamic Characteristic Analysis Considering of Pile-Soil-Superstructure Interaction Based on Long-Span Cable-Stayed Bridge
Applied Mechanics and Materials ; 178-181 ; 2497-2500
2012-05-14
4 pages
Article (Journal)
Electronic Resource
English
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