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To prevent the sudden collapse of high-rise building, the standard of proof required to ensure the three under the premise of the second phase of design, the need for structural analysis of elastic-plastic deformation, combined with the new seismic code in 2010 analyzed the elastic-plastic deformati
To prevent tall buildings suddenly collapsed, while guaranteeing three level fortification carried out under the premise of the second stage of the design-time, you must make structural Elastoplastic deformation analysis, combined with the 2010 new seismic code analysis of the influencing factors of
In order to prevent the high-rise construction structure the suddenly collapse, in guaranteed when three standard fortification request under the premise carries on the second stage design, must carry on the structure elastoplasticity distortion analysis, unified in 2010 the new earthquake resistanc
High-level structures to prevent a sudden collapse, in ensuring that the standard 3 Maximum security requirements under the premise for the first 2, must be carried out at design stage structural elastic-plastic deformation analysis, in combination with 2010 new earthquake-resistant normative analys
To prevent tall buildings suddenly collapsed, while guaranteeing three level fortification carried out under the premise of the second stage of the design-time, you must make structural Elastoplastic deformation analysis, combined with the 2010 new seismic code analysis of the influencing factors of
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