Abstract:
Introduction For the height is higher， the loads are huge， side bunker is the difficulty of structure design in advanced ultra-supercritical coal-fired units. The paper aims to solve this problem.
Method SAP2000 and SATWE were used to analysis the structure， structure seletion and seismic performance calculation and analysis、analysis and design of base、shear wall and coal beam were analyzed.
Result The results show that the type selection of shear wall structure of single span side coal bunker is reasonable， and the reinforcement of coal bunker girder has the characteristics of deep bending component， which needs to be designed according to the deep bending component.
Conclusion The analysis and discussion provided in this paper provide a better reference for similar projects.
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