The paper analyzes the Seismic response of the interaction among frame-shear wall structure, foundation and ground with ANSYS, and the internal force dynamic characteristics of the ground floor column and the displacement of structure based on the comparison of consideration and taking no account of the interaction among superstructure, foundation and ground base in the static load and earthquake load. Some valuable conclusions have been given in this paper and may offer a reference for the engineering design.
Seismic Response Analysis of Interaction for Tall Building’s Superstructure, Foundation and Ground Base
2012
5 Seiten
Aufsatz (Konferenz)
Englisch
Optimization of Superstructure Connection Design Base on Fatigue Strength Analysis
Springer Verlag | 2020
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