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A building was designedly blasted to partly ruined one to model a seismic damaged structure in the earthquake ruins training field of the National Training Base of Emergency Seismic Rescue. The structure design method of this case is discussed here, including the earthquake load design level, two separate models in PKPM, and the intended weak section design for the blasting to control the ruin shape...
This paper use the finite element analysis software ANSYS to build two 750KV cup tangent angle-steel tower models which height difference of high-low legs are 0m, 6m. The dynamic response of the transmission towers with unequal legs under the Taft earthquake load has been studied in this thesis. It is provided that High-low legs tower's displacement, velocity and acceleration of control point are...
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